plandocs.tameside.gov.ukplandocs.tameside.gov.uk/anitepublicdocs/00198549.pdf · Description Shear...

131
Description Shear strength parameters c kPa φ ° Apparent c kPa Undisturbed Single stage Remarks Approved by: Print date Revision No. Part of the Bachy Soletanche Group 2 Deviator stress Cell pressure 175 0.0 Employer Education Funding Agency 175 Project Name Silver Springs Primary Academy 012 Sample Type Undrained Triaxial Compression Without Measurement Of Pore Pressure (Definitive Method) Project No. TA7097 Hole ID Engineer Mott MacDonald Ltd 3.00m Sample Number BH03 Sample Depth 175 Brown slightly sandy slightly gravelly CLAY. Gravel is fine to medium subrounded. U Specimen Depth 3.10m BS1377: Part 7: 1990: 8 Specimen Number 2.04 Issue Date 21/11/2012 Leeds Laboratory High density rubber latex membrane used. Specimen cut with longest axis in a vertical orientation. Stuart Kirk 12/04/2013 1 60 351.30 350 1.37 0.363 13 2.26 2.01 104.35 196.37 20.9 2.03 Compound kPa kPa kPa kPa %/min Mg/m 3 Mg/m 3 % kPa Bulk density mm % mm mm Membrane thickness Moisture content Cu Rate of strain Mode of failure Test type Test number Dry density Diameter Length Failure strain Corrected deviator stress Membrane correction 0 100 200 300 400 0 5 10 15 20 25 Deviator stress kPa Strain %

Transcript of plandocs.tameside.gov.ukplandocs.tameside.gov.uk/anitepublicdocs/00198549.pdf · Description Shear...

Page 1: plandocs.tameside.gov.ukplandocs.tameside.gov.uk/anitepublicdocs/00198549.pdf · Description Shear strength parameters c kPa φ ° Apparent c kPa Undisturbed Single stage Remarks

Description

Shear strength parameters c kPa φ ° Apparent c kPa

Undisturbed Single stage

Remarks

Approved by:

Print date

Revision No. Part of the Bachy Soletanche Group

2

Deviator stress

Cell pressure

175 0.0

Employer Education Funding Agency

175

Project Name Silver Springs Primary Academy

012

Sample Type

Undrained Triaxial

Compression Without

Measurement Of Pore

Pressure (Definitive Method)

Project No. TA7097

Hole ID

Engineer Mott MacDonald Ltd

3.00m

Sample Number

BH03

Sample Depth

175

Brown slightly sandy slightly gravelly CLAY. Gravel is fine to medium subrounded.

U

Specimen Depth

3.10m

BS1377: Part 7: 1990: 8

Specimen Number

2.04 Issue Date 21/11/2012

Leeds Laboratory

High density rubber latex membrane used. Specimen cut with longest axis in a vertical orientation.

Stuart Kirk12/04/2013

1

60

351.30

350

1.37

0.363

13

2.26

2.01

104.35

196.37

20.9

2.03

Compound

kPa

kPa

kPa

kPa

%/min

Mg/m3

Mg/m3

%

kPa

Bulk density

mm

%

mm

mm

Membrane thickness

Moisture content

Cu

Rate of strain

Mode of failure

Test type

Test number

Dry density

Diameter

Length

Failure strain

Corrected deviator stress

Membrane correction

0

100

200

300

400

0 5 10 15 20 25

Dev

iato

r st

ress

kP

a

Strain %

Page 2: plandocs.tameside.gov.ukplandocs.tameside.gov.uk/anitepublicdocs/00198549.pdf · Description Shear strength parameters c kPa φ ° Apparent c kPa Undisturbed Single stage Remarks

Description

Shear strength parameters c kPa φ ° Apparent c kPa

Undisturbed Set of 3

Approved by:

Print date

Revision No.

2.26

CompoundCompound

2.62Rate of strain 2.62

Dry density 2.01

76.17

Part of the Bachy Soletanche Group

1.98

37.85

76.03

21.0

275

133

2.62

Compound

High density rubber latex membrane used. Specimens cut with longest axis in a vertical orientation.

3.20

0.306

13

2.24

137

3

240

269.77

267

0.306

13

2

120

277.73

13

2.17

0.302

17.3

1.92

37.72

76.10

21.0

1

60

175.05

172

2.74

Corrected deviator stress

Membrane correction

Membrane thickness

Moisture content

Bulk density

Mode of failure

mm

%

Diameter mm

Length

Failure strain

37.72

%

kPa

%/min

21/11/2012

86

kPa

Mg/m3

Test type

66

BS1377: Part 7: 1990: 8

Engineer Mott MacDonald Ltd

6.00m

Sample Number

Project Name Silver Springs Primary Academy

021

Sample Type

Undrained Triaxial

Compression Without

Measurement Of Pore

Pressure (Definitive Method)

Project No. TA7097

Hole ID

Employer Education Funding Agency

Cu

Test number

Cell pressure

Deviator stress

BH03

Sample Depth

Dark brown slightly sandy CLAY with rare subangular gravel.

U

Specimen Depth

6.20m

Stuart Kirk12/04/2013

Specimen Number

2

Leeds Laboratory

Remarks

11.6

kPa

119

3.21

2.04 Issue Date

mm

Mg/m3

kPa

kPa

1

23

0

100

200

300

0 5 10 15 20 25

De

via

tor

stre

ss

kP

a

Strain %

Page 3: plandocs.tameside.gov.ukplandocs.tameside.gov.uk/anitepublicdocs/00198549.pdf · Description Shear strength parameters c kPa φ ° Apparent c kPa Undisturbed Single stage Remarks

Description

Shear strength parameters c kPa φ ° Apparent c kPa

Undisturbed Set of 3

Approved by:

Print date

Revision No.

2.29

CompoundCompound

2.62Rate of strain 2.62

Dry density 2.07

76.13

Part of the Bachy Soletanche Group

2.01

37.85

76.17

21.0

407

193

2.62

Compound

High density rubber latex membrane used. Specimens cut with longest axis in a vertical orientation.

3.20

0.306

11

2.23

203

3

320

389.91

387

0.27

11

2

160

409.55

11

2.28

0.27

21.0

2.05

37.88

75.67

21.1

1

80

400.65

398

2.82

Corrected deviator stress

Membrane correction

Membrane thickness

Moisture content

Bulk density

Mode of failure

mm

%

Diameter mm

Length

Failure strain

37.82

%

kPa

%/min

21/11/2012

199

kPa

Mg/m3

Test type

210

BS1377: Part 7: 1990: 8

Engineer Mott MacDonald Ltd

8.00m

Sample Number

Project Name Silver Springs Primary Academy

027

Sample Type

Undrained Triaxial

Compression Without

Measurement Of Pore

Pressure (Definitive Method)

Project No. TA7097

Hole ID

Employer Education Funding Agency

Cu

Test number

Cell pressure

Deviator stress

BH03

Sample Depth

Dark brown slightly gravelly sandy CLAY. Gravel is fine subangular.

U

Specimen Depth

8.27m

Stuart Kirk12/04/2013

Specimen Number

2

Leeds Laboratory

Remarks

0.0

kPa

199

2.83

2.04 Issue Date

mm

Mg/m3

kPa

kPa

12

3

0

100

200

300

400

500

0 5 10 15 20 25

De

via

tor

stre

ss

kP

a

Strain %

Page 4: plandocs.tameside.gov.ukplandocs.tameside.gov.uk/anitepublicdocs/00198549.pdf · Description Shear strength parameters c kPa φ ° Apparent c kPa Undisturbed Single stage Remarks

Description

Shear strength parameters c kPa φ ° Apparent c kPa

Undisturbed Multi stage

Approved by:

Print date

Revision No. Part of the Bachy Soletanche Group

Stuart Kirk12/04/2013

2.04 Issue Date 21/11/2012

Leeds Laboratory

Rate of strain

Mode of failure Compound

2.00

Brown slightly gravelly silty CLAY. Gravel is fine subrounded.

USpecimen Depth

7.03mSpecimen Number

2

%

Dry density

Employer Education Funding AgencyBS1377: Part 7: 1990: 9

BH01Sample Depth

Project Name Silver Springs Primary Academy

030

Sample Type

Undrained Triaxial

Compression Without

Measurement Of Pore

Pressure (Multistage

Method)

Project No. TA7097

Engineer Mott MacDonald Ltd

7.00m

Sample Number

Hole ID

103.42

184.83

8.1

0.75

kPa

kPa

kPa

kPa

Mg/m3

Mg/m3

Test type

97 10.6 157

mm

Test number

0.60

0.322

2

140

%Failure strain

Cell pressure

Deviator stress

Corrected deviator stress

Membrane correction

Membrane thickness

Moisture content

1

70

267.77

267

12

2.24

3

280

366.41

365

308.82

308

154

Length

1.29

Bulk density

Diameter mm

mm

22.210.8

183

High density rubber latex membrane used. Specimen cut with longest axis in a vertical orientation.

Remarks Definitive (single stage) test not performed at clients request.

134

1.62%/min

kPaCu

0

100

200

300

400

0 5 10 15 20 25

Dev

iato

r st

ress

kP

a

Strain %

Page 5: plandocs.tameside.gov.ukplandocs.tameside.gov.uk/anitepublicdocs/00198549.pdf · Description Shear strength parameters c kPa φ ° Apparent c kPa Undisturbed Single stage Remarks

Description

Shear strength parameters c kPa φ ° Apparent c kPa

Undisturbed Multi stage

Approved by:

Print date

Revision No. Part of the Bachy Soletanche Group

Sushil Sharda12/04/2013

2.04 Issue Date 21/11/2012

Leeds Laboratory

Rate of strain

Mode of failure Compound

1.81

Brown slightly clayey slightly gravelly SAND. Gravel is fine to coarse subrounded

USpecimen Depth

9.16mSpecimen Number

2

%

Dry density

Employer Education Funding AgencyBS1377: Part 7: 1990: 9

BH01Sample Depth

Project Name Silver Springs Primary Academy

037

Sample Type

Undrained Triaxial

Compression Without

Measurement Of Pore

Pressure (Multistage

Method)

Project No. TA7097

Engineer Mott MacDonald Ltd

9.00m

Sample Number

Hole ID

104.42

199.33

5.5

0.68

kPa

kPa

kPa

kPa

Mg/m3

Mg/m3

Test type

46 17.8 167

mm

Test number

0.43

0.322

2

180

%Failure strain

Cell pressure

Deviator stress

Corrected deviator stress

Membrane correction

Membrane thickness

Moisture content

1

90

194.29

194

6.1

1.92

3

360

456.43

456

354.54

354

177

Length

0.76

Bulk density

Diameter mm

mm

11.09.5

228

High density rubber latex membrane used. Specimen cut with longest axis in a vertical orientation.

Remarks Definitive (single stage) test not performed at clients request.

97

1.50%/min

kPaCu

0

100

200

300

400

500

0 5 10 15

Dev

iato

r st

ress

kP

a

Strain %

Page 6: plandocs.tameside.gov.ukplandocs.tameside.gov.uk/anitepublicdocs/00198549.pdf · Description Shear strength parameters c kPa φ ° Apparent c kPa Undisturbed Single stage Remarks

SUPPORTING FACTUAL DATA

SECTION BLaboratory Testing

ENVIRONMENTAL ANDCHEMICAL RESULTS

Page 7: plandocs.tameside.gov.ukplandocs.tameside.gov.uk/anitepublicdocs/00198549.pdf · Description Shear strength parameters c kPa φ ° Apparent c kPa Undisturbed Single stage Remarks

FAO Ian Swain

10 April 2013

Parkside Lane

Dewsbury Road

Soil Engineering Geoservices Ltd

Leeds

LS11 5SX

Depot Road

Newmarket

CB8 0AL

Tel: 01638 606070

Dear Ian Swain

Test Report Number 225929

Your Project Reference TA7097- Silver Spring Academy

Please find enclosed the results of analysis for the samples received 15 March 2013.

All soil samples will be retained for a period of one month and all water samples will be retained for

7 days following the date of the test report. Should you require an extended retention period then

please detail your requirements in an email to [email protected]. Please be

aware that charges may be applicable for extended sample storage.

If you require any further assistance, please do not hesitate to contact the Customer Services

team.

Yours sincerely

Darrell Hall, Director

Notes to accompany report:

• The sign < means 'less than'

• Tests marked 'U' hold UKAS accreditation

• Tests marked 'M' hold MCertS (and UKAS) accreditation

• Tests marked 'N' do not currently hold UKAS accreditation

• Tests marked 'S' were subcontracted to an approved laboratory

• n/e means 'not evaluated'

• i/s means 'insufficient sample'

• u/s means 'unsuitable sample'

• Comments or interpretations are beyond the scope of UKAS accreditation

• The results relate only to the items tested

• All results are expressed on a dry weight basis

• The following tests were analysed on samples as received and the results subsequently

corrected to a dry weight basis TPH, BTEX, VOCs, SVOCs, PCBs, phenols

• For all other tests the samples were dried at < 37°C prior to analysis

• Uncertainties of measurement for the determinands tested are available upon request

• None of the test results included in this report have been recovery corrected

2183

Newmarket • Coventry • Dublin

Registered in England & Wales - Registration Number 6511736 - Registered Office: 11 Depot Road Newmarket Suffolk CB8 0AL

Test Report Cover Sheet225929

Page 8: plandocs.tameside.gov.ukplandocs.tameside.gov.uk/anitepublicdocs/00198549.pdf · Description Shear strength parameters c kPa φ ° Apparent c kPa Undisturbed Single stage Remarks

LABORATORY TEST REPORTResults of analysis of 13 samples

received 15 March 2013

TA7097- Silver Spring AcademyFAO

Soil Engineering Geoservices Ltd

Ian Swain

Parkside Lane

Dewsbury Road

Leeds

LS11 5SX Report Date

09 April 2013

225929AI43434 AI43435 AI43436 AI43437 AI43438 AI43439

HHWS01 HHWS02 WS01 WS02 WS03 WS03

002 005 002 005 001 006

11/3/2013 11/3/2013 11/3/2013 12/3/2013 12/3/2013 12/3/2013

0.50m 1.00m 0.50m 1.00m 0.00m 1.00m

LEACHATE LEACHATE LEACHATE LEACHATE LEACHATE LEACHATE

1010 pH PH U 8.2 8.6 8.7 8.3 8.9 8.61180 Sulfur 7704349 mg l-¹ N 4.01220 Chloride 16887006 mg l-¹ U 1.6

Ammoniacal Nitrogen AMM_NITROG mg l-¹ U 0.091300 Cyanide (total) 57125 mg l-¹ U < 0.05

Cyanide (free) 57125 mg l-¹ U < 0.05Thiocyanate 302045 mg l-¹ U < 0.5

1325 Sulfide 18496258 mg l-¹ U <0.0501470 Iron (dissolved) 7439896 µg l-¹ N 19001415 Calcium 7440702 mg l-¹ U 24

Magnesium 7439954 mg l-¹ U <0.501220 Sulfate 14808798 mg l-¹ U 6.5 2.9 <1 3.5 3.2 121450 Arsenic 7440382 µg l-¹ U 16 <1.0 <1.0 <1.0 <1.0 6.1

Boron 7440428 µg l-¹ U <20Barium 7440393 µg l-¹ U 44Beryllium 7440417 µg l-¹ U <1.0Cadmium 7440439 µg l-¹ U <0.080 <0.080 <0.080 <0.080 <0.080 <0.080Chromium 7440473 µg l-¹ U <1.0 <1.0 2.7 <1.0 <1.0 <1.0Copper 7440508 µg l-¹ U 19 <1.0 4.2 2.5 <1.0 6.8Mercury 7439976 µg l-¹ U <0.50 <0.50 <0.50 <0.50 <0.50 <0.50Manganese 7439965 µg l-¹ U 14Nickel 7440020 µg l-¹ U 1.1 <1.0 4.1 <1.0 <1.0 <1.0Lead 7439921 µg l-¹ U 51 1.7 4.8 4.5 <1.0 20Selenium 7782492 µg l-¹ U 1.8 <1.0 <1.0 <1.0 <1.0 1.0

*UnitsiCAS NoiDeterminandiSOPi

Matrix

Depth

Sample No

Sample ID

Chemtest LIMS ID

Login Batch No

Sampling Date

All tests undertaken between 18/03/2013 and 09/04/2013

* Accreditation status

This report should be interpreted in conjuction with the notes on the accompanying cover page.

Column page 1

Report page 1 of 14

LIMS sample ID range AI43401 to AI43446

Page 9: plandocs.tameside.gov.ukplandocs.tameside.gov.uk/anitepublicdocs/00198549.pdf · Description Shear strength parameters c kPa φ ° Apparent c kPa Undisturbed Single stage Remarks

LABORATORY TEST REPORTResults of analysis of 13 samples

received 15 March 2013

TA7097- Silver Spring AcademyFAO

Soil Engineering Geoservices Ltd

Ian Swain

Parkside Lane

Dewsbury Road

Leeds

LS11 5SX Report Date

09 April 2013

225929AI43440 AI43441 AI43442 AI43443 AI43444 AI43445

WS03 WS04 WS04 WS05 WS05 WS05

011 003 006 001 003 010

12/3/2013 12/3/2013 12/3/2013 12/3/2013 12/3/2013 12/3/2013

2.30m 0.50m 1.00m 0.00m 0.50m 1.50m

LEACHATE LEACHATE LEACHATE LEACHATE LEACHATE LEACHATE

1010 pH PH U 8.9 9.2 8.5 9.3 9.0 8.81180 Sulfur 7704349 mg l-¹ N 1.8 2.31220 Chloride 16887006 mg l-¹ U 3.3 18

Ammoniacal Nitrogen AMM_NITROG mg l-¹ U 1.2 0.121300 Cyanide (total) 57125 mg l-¹ U < 0.05 < 0.05

Cyanide (free) 57125 mg l-¹ U < 0.05 < 0.05Thiocyanate 302045 mg l-¹ U < 0.5 < 0.5

1325 Sulfide 18496258 mg l-¹ U <0.050 <0.0501470 Iron (dissolved) 7439896 µg l-¹ N 2500 1001415 Calcium 7440702 mg l-¹ U 15 21

Magnesium 7439954 mg l-¹ U 1.4 2.31220 Sulfate 14808798 mg l-¹ U 3.9 25 5.5 1.9 7.2 6.91450 Arsenic 7440382 µg l-¹ U <1.0 22 4.0 <1.0 5.3 1.4

Boron 7440428 µg l-¹ U 46 <20Barium 7440393 µg l-¹ U 110 35Beryllium 7440417 µg l-¹ U <1.0 <1.0Cadmium 7440439 µg l-¹ U <0.080 <0.080 0.12 <0.080 <0.080 <0.080Chromium 7440473 µg l-¹ U 1.8 3.1 <1.0 <1.0 <1.0 <1.0Copper 7440508 µg l-¹ U 1.6 64 19 4.3 4.4 1.2Mercury 7439976 µg l-¹ U <0.50 <0.50 <0.50 <0.50 <0.50 <0.50Manganese 7439965 µg l-¹ U 450 2.8Nickel 7440020 µg l-¹ U 3.7 2.3 <1.0 6.5 <1.0 <1.0Lead 7439921 µg l-¹ U <1.0 47 8.2 <1.0 6.0 <1.0Selenium 7782492 µg l-¹ U <1.0 2.1 <1.0 <1.0 <1.0 <1.0

*UnitsiCAS NoiDeterminandiSOPi

Matrix

Depth

Sample No

Sample ID

Chemtest LIMS ID

Login Batch No

Sampling Date

* Accreditation status

This report should be interpreted in conjuction with the notes on the accompanying cover page.

Column page 2

Report page 1 of 14

LIMS sample ID range AI43401 to AI43446

Page 10: plandocs.tameside.gov.ukplandocs.tameside.gov.uk/anitepublicdocs/00198549.pdf · Description Shear strength parameters c kPa φ ° Apparent c kPa Undisturbed Single stage Remarks

LABORATORY TEST REPORTResults of analysis of 13 samples

received 15 March 2013

TA7097- Silver Spring AcademyFAO

Soil Engineering Geoservices Ltd

Ian Swain

Parkside Lane

Dewsbury Road

Leeds

LS11 5SX Report Date

09 April 2013

225929AI43446

WS06

006

11/3/2013

1.00m

LEACHATE

1010 pH PH U 8.11180 Sulfur 7704349 mg l-¹ N

1220 Chloride 16887006 mg l-¹ U

Ammoniacal Nitrogen AMM_NITROG mg l-¹ U

1300 Cyanide (total) 57125 mg l-¹ U

Cyanide (free) 57125 mg l-¹ U

Thiocyanate 302045 mg l-¹ U

1325 Sulfide 18496258 mg l-¹ U

1470 Iron (dissolved) 7439896 µg l-¹ N

1415 Calcium 7440702 mg l-¹ U

Magnesium 7439954 mg l-¹ U

1220 Sulfate 14808798 mg l-¹ U 211450 Arsenic 7440382 µg l-¹ U 16

Boron 7440428 µg l-¹ U

Barium 7440393 µg l-¹ U

Beryllium 7440417 µg l-¹ U

Cadmium 7440439 µg l-¹ U 0.13Chromium 7440473 µg l-¹ U <1.0Copper 7440508 µg l-¹ U 32Mercury 7439976 µg l-¹ U <0.50Manganese 7439965 µg l-¹ U

Nickel 7440020 µg l-¹ U <1.0Lead 7439921 µg l-¹ U 29Selenium 7782492 µg l-¹ U 1.8

*UnitsiCAS NoiDeterminandiSOPi

Matrix

Depth

Sample No

Sample ID

Chemtest LIMS ID

Login Batch No

Sampling Date

* Accreditation status

This report should be interpreted in conjuction with the notes on the accompanying cover page.

Column page 3

Report page 1 of 14

LIMS sample ID range AI43401 to AI43446

Page 11: plandocs.tameside.gov.ukplandocs.tameside.gov.uk/anitepublicdocs/00198549.pdf · Description Shear strength parameters c kPa φ ° Apparent c kPa Undisturbed Single stage Remarks

LABORATORY TEST REPORTResults of analysis of 13 samples

received 15 March 2013

TA7097- Silver Spring AcademyFAO

Soil Engineering Geoservices Ltd

Ian Swain

Parkside Lane

Dewsbury Road

Leeds

LS11 5SX Report Date

09 April 2013

225929AI43434 AI43435 AI43436 AI43437 AI43438 AI43439

HHWS01 HHWS02 WS01 WS02 WS03 WS03

002 005 002 005 001 006

11/3/2013 11/3/2013 11/3/2013 12/3/2013 12/3/2013 12/3/2013

0.50m 1.00m 0.50m 1.00m 0.00m 1.00m

LEACHATE LEACHATE LEACHATE LEACHATE LEACHATE LEACHATE

1450 Vanadium 7440622 µg l-¹ U 4.0Zinc 7440666 µg l-¹ U 33 1.5 5.2 3.5 1.1 6.4

1700 Naphthalene 91203 µg l-¹ N <0.01 <0.01 <0.01 <0.01 <0.01 <0.01Acenaphthylene 208968 µg l-¹ N <0.01 <0.01 <0.01 <0.01 <0.01 <0.01Acenaphthene 83329 µg l-¹ N <0.01 <0.01 <0.01 <0.01 <0.01 <0.01Fluorene 86737 µg l-¹ N <0.01 <0.01 <0.01 <0.01 <0.01 <0.01Phenanthrene 85018 µg l-¹ N <0.01 <0.01 <0.01 <0.01 <0.01 <0.01Anthracene 120127 µg l-¹ N <0.01 <0.01 <0.01 <0.01 <0.01 <0.01Fluoranthene 206440 µg l-¹ N <0.01 <0.01 <0.01 <0.01 <0.01 <0.01Pyrene 129000 µg l-¹ N <0.01 <0.01 <0.01 <0.01 <0.01 <0.01Benzo[a]anthracene 56553 µg l-¹ N <0.01 <0.01 <0.01 <0.01 <0.01 <0.01Chrysene 218019 µg l-¹ N <0.01 <0.01 <0.01 <0.01 <0.01 <0.01Benzo[b]fluoranthene 205992 µg l-¹ N <0.01 <0.01 <0.01 <0.01 <0.01 <0.01Benzo[k]fluoranthene 207089 µg l-¹ N <0.01 <0.01 <0.01 <0.01 <0.01 <0.01Benzo[a]pyrene 50328 µg l-¹ N <0.01 <0.01 <0.01 <0.01 <0.01 <0.01Dibenzo[a,h]anthracene 53703 µg l-¹ N <0.01 <0.01 <0.01 <0.01 <0.01 <0.01Indeno[1,2,3-cd]pyrene 193395 µg l-¹ N <0.01 <0.01 <0.01 <0.01 <0.01 <0.01Benzo[g,h,i]perylene 191242 µg l-¹ N <0.01 <0.01 <0.01 <0.01 <0.01 <0.01Total (of 16) PAHs µg l-¹ N <0.2 <0.2 <0.2 <0.2 <0.2 <0.2

1760 Benzene 71432 µg l-¹ U <1.0Toluene 108883 µg l-¹ U <1.0Ethylbenzene 100414 µg l-¹ U <1.0m- & p-Xylene 1330207 µg l-¹ U <1.0o-Xylene 95476 µg l-¹ U <1.0

1900 2-sec-Butyl-4,6-dinitrophenol 88857 mg l-¹ N <0.0002

All tests undertaken between 18/03/2013 and 09/04/2013

* Accreditation status

This report should be interpreted in conjuction with the notes on the accompanying cover page.

Column page 1

Report page 2 of 14

LIMS sample ID range AI43401 to AI43446

Page 12: plandocs.tameside.gov.ukplandocs.tameside.gov.uk/anitepublicdocs/00198549.pdf · Description Shear strength parameters c kPa φ ° Apparent c kPa Undisturbed Single stage Remarks

LABORATORY TEST REPORTResults of analysis of 13 samples

received 15 March 2013

TA7097- Silver Spring AcademyFAO

Soil Engineering Geoservices Ltd

Ian Swain

Parkside Lane

Dewsbury Road

Leeds

LS11 5SX Report Date

09 April 2013

225929AI43440 AI43441 AI43442 AI43443 AI43444 AI43445

WS03 WS04 WS04 WS05 WS05 WS05

011 003 006 001 003 010

12/3/2013 12/3/2013 12/3/2013 12/3/2013 12/3/2013 12/3/2013

2.30m 0.50m 1.00m 0.00m 0.50m 1.50m

LEACHATE LEACHATE LEACHATE LEACHATE LEACHATE LEACHATE

1450 Vanadium 7440622 µg l-¹ U 3.5 <1.0Zinc 7440666 µg l-¹ U <1.0 26 9.6 2.9 6.2 1.8

1700 Naphthalene 91203 µg l-¹ N <0.01 <0.01 <0.01 <0.01 <0.01 <0.01Acenaphthylene 208968 µg l-¹ N <0.01 <0.01 <0.01 <0.01 <0.01 <0.01Acenaphthene 83329 µg l-¹ N <0.01 <0.01 <0.01 <0.01 <0.01 <0.01Fluorene 86737 µg l-¹ N <0.01 <0.01 <0.01 <0.01 <0.01 <0.01Phenanthrene 85018 µg l-¹ N <0.01 0.7 <0.01 <0.01 <0.01 <0.01Anthracene 120127 µg l-¹ N <0.01 <0.01 <0.01 <0.01 <0.01 <0.01Fluoranthene 206440 µg l-¹ N <0.01 <0.01 <0.01 <0.01 <0.01 <0.01Pyrene 129000 µg l-¹ N <0.01 0.4 <0.01 <0.01 <0.01 <0.01Benzo[a]anthracene 56553 µg l-¹ N <0.01 <0.01 <0.01 <0.01 <0.01 <0.01Chrysene 218019 µg l-¹ N <0.01 <0.01 <0.01 <0.01 <0.01 <0.01Benzo[b]fluoranthene 205992 µg l-¹ N <0.01 <0.01 <0.01 <0.01 <0.01 <0.01Benzo[k]fluoranthene 207089 µg l-¹ N <0.01 <0.01 <0.01 <0.01 <0.01 <0.01Benzo[a]pyrene 50328 µg l-¹ N <0.01 <0.01 <0.01 <0.01 <0.01 <0.01Dibenzo[a,h]anthracene 53703 µg l-¹ N <0.01 <0.01 <0.01 <0.01 <0.01 <0.01Indeno[1,2,3-cd]pyrene 193395 µg l-¹ N <0.01 <0.01 <0.01 <0.01 <0.01 <0.01Benzo[g,h,i]perylene 191242 µg l-¹ N <0.01 <0.01 <0.01 <0.01 <0.01 <0.01Total (of 16) PAHs µg l-¹ N <0.2 1.1 <0.2 <0.2 <0.2 <0.2

1760 Benzene 71432 µg l-¹ U <1.0 <1.0Toluene 108883 µg l-¹ U <1.0 <1.0Ethylbenzene 100414 µg l-¹ U <1.0 <1.0m- & p-Xylene 1330207 µg l-¹ U <1.0 <1.0o-Xylene 95476 µg l-¹ U <1.0 <1.0

1900 2-sec-Butyl-4,6-dinitrophenol 88857 mg l-¹ N <0.0002 <0.0002

* Accreditation status

This report should be interpreted in conjuction with the notes on the accompanying cover page.

Column page 2

Report page 2 of 14

LIMS sample ID range AI43401 to AI43446

Page 13: plandocs.tameside.gov.ukplandocs.tameside.gov.uk/anitepublicdocs/00198549.pdf · Description Shear strength parameters c kPa φ ° Apparent c kPa Undisturbed Single stage Remarks

LABORATORY TEST REPORTResults of analysis of 13 samples

received 15 March 2013

TA7097- Silver Spring AcademyFAO

Soil Engineering Geoservices Ltd

Ian Swain

Parkside Lane

Dewsbury Road

Leeds

LS11 5SX Report Date

09 April 2013

225929AI43446

WS06

006

11/3/2013

1.00m

LEACHATE

1450 Vanadium 7440622 µg l-¹ U

Zinc 7440666 µg l-¹ U 121700 Naphthalene 91203 µg l-¹ N <0.01

Acenaphthylene 208968 µg l-¹ N <0.01Acenaphthene 83329 µg l-¹ N 2.7Fluorene 86737 µg l-¹ N 1.4Phenanthrene 85018 µg l-¹ N 4.2Anthracene 120127 µg l-¹ N 1.3Fluoranthene 206440 µg l-¹ N 3.7Pyrene 129000 µg l-¹ N 3.2Benzo[a]anthracene 56553 µg l-¹ N 2Chrysene 218019 µg l-¹ N 2.6Benzo[b]fluoranthene 205992 µg l-¹ N 2.9Benzo[k]fluoranthene 207089 µg l-¹ N 2.2Benzo[a]pyrene 50328 µg l-¹ N 3.6Dibenzo[a,h]anthracene 53703 µg l-¹ N 0.6Indeno[1,2,3-cd]pyrene 193395 µg l-¹ N 1.7Benzo[g,h,i]perylene 191242 µg l-¹ N 1.3Total (of 16) PAHs µg l-¹ N 33

1760 Benzene 71432 µg l-¹ U

Toluene 108883 µg l-¹ U

Ethylbenzene 100414 µg l-¹ U

m- & p-Xylene 1330207 µg l-¹ U

o-Xylene 95476 µg l-¹ U

1900 2-sec-Butyl-4,6-dinitrophenol 88857 mg l-¹ N

* Accreditation status

This report should be interpreted in conjuction with the notes on the accompanying cover page.

Column page 3

Report page 2 of 14

LIMS sample ID range AI43401 to AI43446

Page 14: plandocs.tameside.gov.ukplandocs.tameside.gov.uk/anitepublicdocs/00198549.pdf · Description Shear strength parameters c kPa φ ° Apparent c kPa Undisturbed Single stage Remarks

LABORATORY TEST REPORTResults of analysis of 13 samples

received 15 March 2013

TA7097- Silver Spring AcademyFAO

Soil Engineering Geoservices Ltd

Ian Swain

Parkside Lane

Dewsbury Road

Leeds

LS11 5SX Report Date

09 April 2013

225929AI43434 AI43435 AI43436 AI43437 AI43438 AI43439

HHWS01 HHWS02 WS01 WS02 WS03 WS03

002 005 002 005 001 006

11/3/2013 11/3/2013 11/3/2013 12/3/2013 12/3/2013 12/3/2013

0.50m 1.00m 0.50m 1.00m 0.00m 1.00m

LEACHATE LEACHATE LEACHATE LEACHATE LEACHATE LEACHATE

1900 4-Chloro-3-methylphenol 59507 mg l-¹ N <0.00022-Chlorophenol 95578 mg l-¹ N <0.00022,4-Dichlorophenol 120832 mg l-¹ N <0.00022,6-Dichlorophenol 87650 mg l-¹ N <0.00022,4-Dimethylphenol 105679 mg l-¹ N <0.00022,4-Dinitrophenol 51285 mg l-¹ N <0.00022-Methyl-4,6-dinitrophenol 534521 mg l-¹ N <0.00022-Methylphenol 95487 mg l-¹ N <0.00023-Methylphenol 108394 mg l-¹ N <0.00024-Methylphenol 106445 mg l-¹ N <0.00022-Nitrophenol 88755 mg l-¹ N <0.00024-Nitrophenol 100027 mg l-¹ N <0.0002Pentachlorophenol 87865 mg l-¹ N <0.0002Phenol 108952 mg l-¹ N <0.00022,3,4,5-Tetrachlorophenol 4901513 mg l-¹ N <0.00022,3,4,6-Tetrachlorophenol 58902 mg l-¹ N <0.00022,3,5,6-Tetrachlorophenol 935955 mg l-¹ N <0.00022,3,4-Trichlorophenol 15950660 mg l-¹ N <0.00022,3,5-Trichlorophenol 933788 mg l-¹ N <0.00022,3,6-Trichlorophenol 933755 mg l-¹ N <0.00022,4,5-Trichlorophenol 95954 mg l-¹ N <0.00022,4,6-Trichlorophenol 88062 mg l-¹ N <0.00023,4,5-Trichlorophenol 609198 mg l-¹ N <0.0002

All tests undertaken between 18/03/2013 and 09/04/2013

* Accreditation status

This report should be interpreted in conjuction with the notes on the accompanying cover page.

Column page 1

Report page 3 of 14

LIMS sample ID range AI43401 to AI43446

Page 15: plandocs.tameside.gov.ukplandocs.tameside.gov.uk/anitepublicdocs/00198549.pdf · Description Shear strength parameters c kPa φ ° Apparent c kPa Undisturbed Single stage Remarks

LABORATORY TEST REPORTResults of analysis of 13 samples

received 15 March 2013

TA7097- Silver Spring AcademyFAO

Soil Engineering Geoservices Ltd

Ian Swain

Parkside Lane

Dewsbury Road

Leeds

LS11 5SX Report Date

09 April 2013

225929AI43440 AI43441 AI43442 AI43443 AI43444 AI43445

WS03 WS04 WS04 WS05 WS05 WS05

011 003 006 001 003 010

12/3/2013 12/3/2013 12/3/2013 12/3/2013 12/3/2013 12/3/2013

2.30m 0.50m 1.00m 0.00m 0.50m 1.50m

LEACHATE LEACHATE LEACHATE LEACHATE LEACHATE LEACHATE

1900 4-Chloro-3-methylphenol 59507 mg l-¹ N <0.0002 <0.00022-Chlorophenol 95578 mg l-¹ N <0.0002 <0.00022,4-Dichlorophenol 120832 mg l-¹ N <0.0002 <0.00022,6-Dichlorophenol 87650 mg l-¹ N <0.0002 <0.00022,4-Dimethylphenol 105679 mg l-¹ N <0.0002 <0.00022,4-Dinitrophenol 51285 mg l-¹ N <0.0002 <0.00022-Methyl-4,6-dinitrophenol 534521 mg l-¹ N <0.0002 <0.00022-Methylphenol 95487 mg l-¹ N <0.0002 <0.00023-Methylphenol 108394 mg l-¹ N <0.0002 <0.00024-Methylphenol 106445 mg l-¹ N <0.0002 <0.00022-Nitrophenol 88755 mg l-¹ N <0.0002 <0.00024-Nitrophenol 100027 mg l-¹ N <0.0002 <0.0002Pentachlorophenol 87865 mg l-¹ N <0.0002 <0.0002Phenol 108952 mg l-¹ N <0.0002 <0.00022,3,4,5-Tetrachlorophenol 4901513 mg l-¹ N <0.0002 <0.00022,3,4,6-Tetrachlorophenol 58902 mg l-¹ N <0.0002 <0.00022,3,5,6-Tetrachlorophenol 935955 mg l-¹ N <0.0002 <0.00022,3,4-Trichlorophenol 15950660 mg l-¹ N <0.0002 <0.00022,3,5-Trichlorophenol 933788 mg l-¹ N <0.0002 <0.00022,3,6-Trichlorophenol 933755 mg l-¹ N <0.0002 <0.00022,4,5-Trichlorophenol 95954 mg l-¹ N <0.0002 <0.00022,4,6-Trichlorophenol 88062 mg l-¹ N <0.0002 <0.00023,4,5-Trichlorophenol 609198 mg l-¹ N <0.0002 <0.0002

* Accreditation status

This report should be interpreted in conjuction with the notes on the accompanying cover page.

Column page 2

Report page 3 of 14

LIMS sample ID range AI43401 to AI43446

Page 16: plandocs.tameside.gov.ukplandocs.tameside.gov.uk/anitepublicdocs/00198549.pdf · Description Shear strength parameters c kPa φ ° Apparent c kPa Undisturbed Single stage Remarks

LABORATORY TEST REPORTResults of analysis of 13 samples

received 15 March 2013

TA7097- Silver Spring AcademyFAO

Soil Engineering Geoservices Ltd

Ian Swain

Parkside Lane

Dewsbury Road

Leeds

LS11 5SX Report Date

09 April 2013

225929AI43446

WS06

006

11/3/2013

1.00m

LEACHATE

1900 4-Chloro-3-methylphenol 59507 mg l-¹ N

2-Chlorophenol 95578 mg l-¹ N

2,4-Dichlorophenol 120832 mg l-¹ N

2,6-Dichlorophenol 87650 mg l-¹ N

2,4-Dimethylphenol 105679 mg l-¹ N

2,4-Dinitrophenol 51285 mg l-¹ N

2-Methyl-4,6-dinitrophenol 534521 mg l-¹ N

2-Methylphenol 95487 mg l-¹ N

3-Methylphenol 108394 mg l-¹ N

4-Methylphenol 106445 mg l-¹ N

2-Nitrophenol 88755 mg l-¹ N

4-Nitrophenol 100027 mg l-¹ N

Pentachlorophenol 87865 mg l-¹ N

Phenol 108952 mg l-¹ N

2,3,4,5-Tetrachlorophenol 4901513 mg l-¹ N

2,3,4,6-Tetrachlorophenol 58902 mg l-¹ N

2,3,5,6-Tetrachlorophenol 935955 mg l-¹ N

2,3,4-Trichlorophenol 15950660 mg l-¹ N

2,3,5-Trichlorophenol 933788 mg l-¹ N

2,3,6-Trichlorophenol 933755 mg l-¹ N

2,4,5-Trichlorophenol 95954 mg l-¹ N

2,4,6-Trichlorophenol 88062 mg l-¹ N

3,4,5-Trichlorophenol 609198 mg l-¹ N

* Accreditation status

This report should be interpreted in conjuction with the notes on the accompanying cover page.

Column page 3

Report page 3 of 14

LIMS sample ID range AI43401 to AI43446

Page 17: plandocs.tameside.gov.ukplandocs.tameside.gov.uk/anitepublicdocs/00198549.pdf · Description Shear strength parameters c kPa φ ° Apparent c kPa Undisturbed Single stage Remarks

LABORATORY TEST REPORTResults of analysis of 26 samples

received 15 March 2013

TA7097- Silver Spring AcademyFAO

Soil Engineering Geoservices Ltd

Ian Swain

Parkside Lane

Dewsbury Road

Leeds

LS11 5SX Report Date

09 April 2013

225929AI43402 AI43408 AI43410 AI43414 AI43415 AI43417

HHWS01 HHWS02 WS01 WS02 WS03 WS03

002 005 002 005 001 006

11/3/2013 11/3/2013 11/3/2013 12/3/2013 12/3/2013 12/3/2013

0.50m 1.00m 0.50m 1.00m 0.00m 1.00m

SOIL SOIL SOIL SOIL SOIL SOIL

2010 pH M 7.3 8.4 7.2 7.0 7.82175 Sulfur (total TRL report 447) % M 0.01 0.01 <0.01 0.10 0.012300 Cyanide (free) 57125 mg kg-¹ M < 0.5

Cyanide (total) 57125 mg kg-¹ M < 0.5Thiocyanate 302045 mg kg-¹ M < 5.0

2625 Fraction of Organic Carbon M 0.0452120 Boron (hot water soluble) 7440428 mg kg-¹ M 0.8 <0.4 <0.4 <0.4 <0.4 0.7

Sulfate (2:1 water soluble) as SO4 14808798 g l-¹ M 0.48 0.02 <0.01 <0.01 0.042430 Iron 7439896 mg kg-¹ N 22000 16000 18000 17000 18000 180002450 Arsenic 7440382 mg kg-¹ M 83 7.2 5.4 6.4 3.6 37

Barium 7440393 mg kg-¹ M 390 120 35 60 89 290Beryllium 7440417 mg kg-¹ M 2.9 <1.00 <1.00 <1.00 <1.00 1.2Cadmium 7440439 mg kg-¹ M 0.23 0.14 <0.10 <0.10 <0.10 0.12Chromium 7440473 mg kg-¹ M 21 20 20 24 36 21Copper 7440508 mg kg-¹ M 290 25 13 16 28 86Mercury 7439976 mg kg-¹ M 3.0 0.12 <0.10 <0.10 <0.10 0.67Nickel 7440020 mg kg-¹ M 53 26 15 17 41 22Lead 7439921 mg kg-¹ M 650 25 15 14 17 310Selenium 7782492 mg kg-¹ M <0.20 <0.20 <0.20 <0.20 <0.20 0.25Vanadium 7440622 mg kg-¹ M 57 17 18 25 54 37Zinc 7440666 mg kg-¹ M 330 52 33 34 54 120

2670 Total Petroleum Hydrocarbons mg kg-¹ M 52 21 18 152675 TPH aliphatic >C5-C6 mg kg-¹ N < 0.1 ¹ < 0.1

TPH aliphatic >C6-C8 mg kg-¹ N < 0.1 ¹ < 0.1

*UnitsiCAS NoiDeterminandiSOPi

Matrix

Depth

Sample No

Sample ID

Chemtest LIMS ID

Login Batch No

Sampling Date

All tests undertaken between 18/03/2013 and 09/04/2013

* Accreditation status

This report should be interpreted in conjuction with the notes on the accompanying cover page.

Column page 1

Report page 4 of 14

LIMS sample ID range AI43401 to AI43446

¹The sample container/fill level was not appropriate for the specified analysis - these results may be compromised. The accreditation for these results remains unaffected.

Page 18: plandocs.tameside.gov.ukplandocs.tameside.gov.uk/anitepublicdocs/00198549.pdf · Description Shear strength parameters c kPa φ ° Apparent c kPa Undisturbed Single stage Remarks

LABORATORY TEST REPORTResults of analysis of 26 samples

received 15 March 2013

TA7097- Silver Spring AcademyFAO

Soil Engineering Geoservices Ltd

Ian Swain

Parkside Lane

Dewsbury Road

Leeds

LS11 5SX Report Date

09 April 2013

225929AI43418 AI43421 AI43422 AI43423 AI43425 AI43427

WS03 WS04 WS04 WS05 WS05 WS05

011 003 006 001 003 010

12/3/2013 12/3/2013 12/3/2013 12/3/2013 12/3/2013 12/3/2013

2.30m 0.50m 1.00m 0.00m 0.50m 1.50m

SOIL SOIL SOIL SOIL SOIL SOIL

2010 pH M 8.5 7.6 8.3 8.6 8.02175 Sulfur (total TRL report 447) % M 0.08 0.01 0.15 0.08 0.132300 Cyanide (free) 57125 mg kg-¹ M < 0.5 < 0.5

Cyanide (total) 57125 mg kg-¹ M < 0.5 < 0.5Thiocyanate 302045 mg kg-¹ M < 5.0 < 5.0

2625 Fraction of Organic Carbon M 0.0342120 Boron (hot water soluble) 7440428 mg kg-¹ M <0.4 1.0 0.5 <0.4 0.5 <0.4

Sulfate (2:1 water soluble) as SO4 14808798 g l-¹ M <0.01 0.10 0.01 0.02 0.022430 Iron 7439896 mg kg-¹ N 16000 15000 17000 1400 22000 180002450 Arsenic 7440382 mg kg-¹ M 7.1 10 6.7 14 58 19

Barium 7440393 mg kg-¹ M 150 69 140 30 270 120Beryllium 7440417 mg kg-¹ M <1.00 <1.00 <1.00 <1.00 2.4 <1.00Cadmium 7440439 mg kg-¹ M 0.14 0.11 0.16 0.28 0.18 <0.10Chromium 7440473 mg kg-¹ M 20 13 21 5.3 24 15Copper 7440508 mg kg-¹ M 23 42 21 <5.0 140 66Mercury 7439976 mg kg-¹ M <0.10 <0.10 <0.10 <0.10 0.97 0.22Nickel 7440020 mg kg-¹ M 25 17 28 <5.0 43 22Lead 7439921 mg kg-¹ M 30 65 14 9.6 220 120Selenium 7782492 mg kg-¹ M <0.20 <0.20 <0.20 <0.20 <0.20 <0.20Vanadium 7440622 mg kg-¹ M 17 17 19 6.9 46 20Zinc 7440666 mg kg-¹ M 48 94 54 14 150 70

2670 Total Petroleum Hydrocarbons mg kg-¹ M 24 98 252675 TPH aliphatic >C5-C6 mg kg-¹ N < 0.1 < 0.1 ¹ < 0.1

TPH aliphatic >C6-C8 mg kg-¹ N < 0.1 < 0.1 ¹ < 0.1

*UnitsiCAS NoiDeterminandiSOPi

Matrix

Depth

Sample No

Sample ID

Chemtest LIMS ID

Login Batch No

Sampling Date

* Accreditation status

This report should be interpreted in conjuction with the notes on the accompanying cover page.

Column page 2

Report page 4 of 14

LIMS sample ID range AI43401 to AI43446

¹The sample container/fill level was not appropriate for the specified analysis - these results may be compromised. The accreditation for these results remains unaffected.

Page 19: plandocs.tameside.gov.ukplandocs.tameside.gov.uk/anitepublicdocs/00198549.pdf · Description Shear strength parameters c kPa φ ° Apparent c kPa Undisturbed Single stage Remarks

LABORATORY TEST REPORTResults of analysis of 26 samples

received 15 March 2013

TA7097- Silver Spring AcademyFAO

Soil Engineering Geoservices Ltd

Ian Swain

Parkside Lane

Dewsbury Road

Leeds

LS11 5SX Report Date

09 April 2013

225929AI43432

WS06

006

11/3/2013

1.00m

SOIL

2010 pH M 7.82175 Sulfur (total TRL report 447) % M 0.022300 Cyanide (free) 57125 mg kg-¹ M

Cyanide (total) 57125 mg kg-¹ M

Thiocyanate 302045 mg kg-¹ M

2625 Fraction of Organic Carbon M

2120 Boron (hot water soluble) 7440428 mg kg-¹ M 1.6Sulfate (2:1 water soluble) as SO4 14808798 g l-¹ M 0.19

2430 Iron 7439896 mg kg-¹ N 210002450 Arsenic 7440382 mg kg-¹ M 47

Barium 7440393 mg kg-¹ M 240Beryllium 7440417 mg kg-¹ M 2.0Cadmium 7440439 mg kg-¹ M 0.23Chromium 7440473 mg kg-¹ M 20Copper 7440508 mg kg-¹ M 180Mercury 7439976 mg kg-¹ M 0.77Nickel 7440020 mg kg-¹ M 34Lead 7439921 mg kg-¹ M 280Selenium 7782492 mg kg-¹ M 0.24Vanadium 7440622 mg kg-¹ M 41Zinc 7440666 mg kg-¹ M 180

2670 Total Petroleum Hydrocarbons mg kg-¹ M 892675 TPH aliphatic >C5-C6 mg kg-¹ N

TPH aliphatic >C6-C8 mg kg-¹ N

*UnitsiCAS NoiDeterminandiSOPi

Matrix

Depth

Sample No

Sample ID

Chemtest LIMS ID

Login Batch No

Sampling Date

* Accreditation status

This report should be interpreted in conjuction with the notes on the accompanying cover page.

Column page 3

Report page 4 of 14

LIMS sample ID range AI43401 to AI43446

¹The sample container/fill level was not appropriate for the specified analysis - these results may be compromised. The accreditation for these results remains unaffected.

Page 20: plandocs.tameside.gov.ukplandocs.tameside.gov.uk/anitepublicdocs/00198549.pdf · Description Shear strength parameters c kPa φ ° Apparent c kPa Undisturbed Single stage Remarks

LABORATORY TEST REPORTResults of analysis of 26 samples

received 15 March 2013

TA7097- Silver Spring AcademyFAO

Soil Engineering Geoservices Ltd

Ian Swain

Parkside Lane

Dewsbury Road

Leeds

LS11 5SX Report Date

09 April 2013

225929AI43402 AI43408 AI43410 AI43414 AI43415 AI43417

HHWS01 HHWS02 WS01 WS02 WS03 WS03

002 005 002 005 001 006

11/3/2013 11/3/2013 11/3/2013 12/3/2013 12/3/2013 12/3/2013

0.50m 1.00m 0.50m 1.00m 0.00m 1.00m

SOIL SOIL SOIL SOIL SOIL SOIL

2675 TPH aliphatic >C8-C10 mg kg-¹ N < 0.1 ¹ < 0.1TPH aliphatic >C10-C12 mg kg-¹ M 2.9 ¹ < 1TPH aliphatic >C12-C16 mg kg-¹ M 66 ¹ < 1TPH aliphatic >C16-C21 mg kg-¹ M 280 ¹ < 1TPH aliphatic >C21-C35 mg kg-¹ M 2700 ¹ < 1TPH aliphatic >C35-C44 mg kg-¹ N 1300 ¹ < 1TPH aromatic >C5-C7 mg kg-¹ N < 0.1 ¹ < 0.1TPH aromatic >C7-C8 mg kg-¹ N < 0.1 ¹ < 0.1TPH aromatic >C8-C10 mg kg-¹ N < 0.1 ¹ < 0.1TPH aromatic >C10-C12 mg kg-¹ M < 1 ¹ < 1TPH aromatic >C12-C16 mg kg-¹ M 31 ¹ 1.5TPH aromatic >C16-C21 mg kg-¹ M 72 ¹ 2.0TPH aromatic >C21-C35 mg kg-¹ M 2100 ¹ 9.0TPH aromatic >C35-C44 mg kg-¹ N 1200 ¹ < 1Total Petroleum Hydrocarbons mg kg-¹ N 7800 ¹ 12TPH aliphatic >C5-C6 mg kg-¹ N < 0.01 < 0.01 < 0.01 < 0.01TPH aliphatic >C6-C8 mg kg-¹ N < 0.01 < 0.01 < 0.01 < 0.01TPH aliphatic >C8-C10 mg kg-¹ N < 0.1 < 0.1 < 0.1 < 0.1TPH aliphatic >C10-C12 mg kg-¹ N < 0.1 < 0.1 < 0.1 < 0.1TPH aliphatic >C12-C16 mg kg-¹ N < 0.1 < 0.1 < 0.1 < 0.1TPH aliphatic >C16-C21 mg kg-¹ N < 0.1 < 0.1 < 0.1 < 0.1TPH aliphatic >C21-C35 mg kg-¹ N < 0.1 < 0.1 < 0.1 < 0.1TPH aliphatic >C35-C44 mg kg-¹ N < 0.1 < 0.1 < 0.1 < 0.1TPH aromatic >C5-C7 mg kg-¹ N < 0.01 < 0.01 < 0.01 < 0.01TPH aromatic >C7-C8 mg kg-¹ N < 0.01 < 0.01 < 0.01 < 0.01

All tests undertaken between 18/03/2013 and 09/04/2013

* Accreditation status

This report should be interpreted in conjuction with the notes on the accompanying cover page.

Column page 1

Report page 5 of 14

LIMS sample ID range AI43401 to AI43446

¹The sample container/fill level was not appropriate for the specified analysis - these results may be compromised. The accreditation for these results remains unaffected.

Page 21: plandocs.tameside.gov.ukplandocs.tameside.gov.uk/anitepublicdocs/00198549.pdf · Description Shear strength parameters c kPa φ ° Apparent c kPa Undisturbed Single stage Remarks

LABORATORY TEST REPORTResults of analysis of 26 samples

received 15 March 2013

TA7097- Silver Spring AcademyFAO

Soil Engineering Geoservices Ltd

Ian Swain

Parkside Lane

Dewsbury Road

Leeds

LS11 5SX Report Date

09 April 2013

225929AI43418 AI43421 AI43422 AI43423 AI43425 AI43427

WS03 WS04 WS04 WS05 WS05 WS05

011 003 006 001 003 010

12/3/2013 12/3/2013 12/3/2013 12/3/2013 12/3/2013 12/3/2013

2.30m 0.50m 1.00m 0.00m 0.50m 1.50m

SOIL SOIL SOIL SOIL SOIL SOIL

2675 TPH aliphatic >C8-C10 mg kg-¹ N < 0.1 < 0.1 ¹ < 0.1TPH aliphatic >C10-C12 mg kg-¹ M < 1 < 1 ¹ < 1TPH aliphatic >C12-C16 mg kg-¹ M < 1 17 ¹ < 1TPH aliphatic >C16-C21 mg kg-¹ M < 1 95 ¹ < 1TPH aliphatic >C21-C35 mg kg-¹ M < 1 4900 ¹ < 1TPH aliphatic >C35-C44 mg kg-¹ N < 1 1500 ¹ < 1TPH aromatic >C5-C7 mg kg-¹ N < 0.1 < 0.1 ¹ < 0.1TPH aromatic >C7-C8 mg kg-¹ N < 0.1 < 0.1 ¹ < 0.1TPH aromatic >C8-C10 mg kg-¹ N < 0.1 < 0.1 ¹ < 0.1TPH aromatic >C10-C12 mg kg-¹ M < 1 < 1 ¹ < 1TPH aromatic >C12-C16 mg kg-¹ M < 1 18 ¹ < 1TPH aromatic >C16-C21 mg kg-¹ M < 1 89 ¹ < 1TPH aromatic >C21-C35 mg kg-¹ M < 1 4300 ¹ < 1TPH aromatic >C35-C44 mg kg-¹ N < 1 1500 ¹ < 1Total Petroleum Hydrocarbons mg kg-¹ N < 10 13000 ¹ < 10TPH aliphatic >C5-C6 mg kg-¹ N < 0.01 < 0.01 < 0.01TPH aliphatic >C6-C8 mg kg-¹ N < 0.01 < 0.01 < 0.01TPH aliphatic >C8-C10 mg kg-¹ N < 0.1 < 0.1 < 0.1TPH aliphatic >C10-C12 mg kg-¹ N < 0.1 < 0.1 < 0.1TPH aliphatic >C12-C16 mg kg-¹ N < 0.1 < 0.1 < 0.1TPH aliphatic >C16-C21 mg kg-¹ N < 0.1 < 0.1 < 0.1TPH aliphatic >C21-C35 mg kg-¹ N < 0.1 < 0.1 < 0.1TPH aliphatic >C35-C44 mg kg-¹ N < 0.1 < 0.1 < 0.1TPH aromatic >C5-C7 mg kg-¹ N < 0.01 < 0.01 < 0.01TPH aromatic >C7-C8 mg kg-¹ N < 0.01 < 0.01 < 0.01

* Accreditation status

This report should be interpreted in conjuction with the notes on the accompanying cover page.

Column page 2

Report page 5 of 14

LIMS sample ID range AI43401 to AI43446

¹The sample container/fill level was not appropriate for the specified analysis - these results may be compromised. The accreditation for these results remains unaffected.

Page 22: plandocs.tameside.gov.ukplandocs.tameside.gov.uk/anitepublicdocs/00198549.pdf · Description Shear strength parameters c kPa φ ° Apparent c kPa Undisturbed Single stage Remarks

LABORATORY TEST REPORTResults of analysis of 26 samples

received 15 March 2013

TA7097- Silver Spring AcademyFAO

Soil Engineering Geoservices Ltd

Ian Swain

Parkside Lane

Dewsbury Road

Leeds

LS11 5SX Report Date

09 April 2013

225929AI43432

WS06

006

11/3/2013

1.00m

SOIL

2675 TPH aliphatic >C8-C10 mg kg-¹ N

TPH aliphatic >C10-C12 mg kg-¹ M

TPH aliphatic >C12-C16 mg kg-¹ M

TPH aliphatic >C16-C21 mg kg-¹ M

TPH aliphatic >C21-C35 mg kg-¹ M

TPH aliphatic >C35-C44 mg kg-¹ N

TPH aromatic >C5-C7 mg kg-¹ N

TPH aromatic >C7-C8 mg kg-¹ N

TPH aromatic >C8-C10 mg kg-¹ N

TPH aromatic >C10-C12 mg kg-¹ M

TPH aromatic >C12-C16 mg kg-¹ M

TPH aromatic >C16-C21 mg kg-¹ M

TPH aromatic >C21-C35 mg kg-¹ M

TPH aromatic >C35-C44 mg kg-¹ N

Total Petroleum Hydrocarbons mg kg-¹ N

TPH aliphatic >C5-C6 mg kg-¹ N < 0.01TPH aliphatic >C6-C8 mg kg-¹ N < 0.01TPH aliphatic >C8-C10 mg kg-¹ N < 0.1TPH aliphatic >C10-C12 mg kg-¹ N < 0.1TPH aliphatic >C12-C16 mg kg-¹ N < 0.1TPH aliphatic >C16-C21 mg kg-¹ N < 0.1TPH aliphatic >C21-C35 mg kg-¹ N < 0.1TPH aliphatic >C35-C44 mg kg-¹ N < 0.1TPH aromatic >C5-C7 mg kg-¹ N < 0.01TPH aromatic >C7-C8 mg kg-¹ N < 0.01

* Accreditation status

This report should be interpreted in conjuction with the notes on the accompanying cover page.

Column page 3

Report page 5 of 14

LIMS sample ID range AI43401 to AI43446

¹The sample container/fill level was not appropriate for the specified analysis - these results may be compromised. The accreditation for these results remains unaffected.

Page 23: plandocs.tameside.gov.ukplandocs.tameside.gov.uk/anitepublicdocs/00198549.pdf · Description Shear strength parameters c kPa φ ° Apparent c kPa Undisturbed Single stage Remarks

LABORATORY TEST REPORTResults of analysis of 26 samples

received 15 March 2013

TA7097- Silver Spring AcademyFAO

Soil Engineering Geoservices Ltd

Ian Swain

Parkside Lane

Dewsbury Road

Leeds

LS11 5SX Report Date

09 April 2013

225929AI43402 AI43408 AI43410 AI43414 AI43415 AI43417

HHWS01 HHWS02 WS01 WS02 WS03 WS03

002 005 002 005 001 006

11/3/2013 11/3/2013 11/3/2013 12/3/2013 12/3/2013 12/3/2013

0.50m 1.00m 0.50m 1.00m 0.00m 1.00m

SOIL SOIL SOIL SOIL SOIL SOIL

2675 TPH aromatic >C8-C10 mg kg-¹ N < 0.1 < 0.1 < 0.1 < 0.1TPH aromatic >C10-C12 mg kg-¹ N < 0.1 < 0.1 < 0.1 < 0.1TPH aromatic >C12-C16 mg kg-¹ N < 0.1 < 0.1 < 0.1 < 0.1TPH aromatic >C16-C21 mg kg-¹ N 6.6 < 0.1 < 0.1 < 0.1TPH aromatic >C21-C35 mg kg-¹ N 11 < 0.1 < 0.1 < 0.1TPH aromatic >C35-C44 mg kg-¹ N < 0.1 < 0.1 < 0.1 < 0.1Total Petroleum Hydrocarbons mg kg-¹ N 18 < 2 < 2 < 2

2701 PAH (total EPA 16) mg kg-¹ M 20 <2.0 <2.0 <2.02760 Methyl tert-butylether low level 1634044 µg kg-¹ N < 0.1 < 0.1 < 0.1 < 0.1

Methyl tert-butylether 1634044 µg kg-¹ N < 1.0Dichlorodifluoromethane 75718 µg kg-¹ U < 1.0Chloromethane 74873 µg kg-¹ M < 1.0Vinyl chloride 75014 µg kg-¹ M < 1.0Bromomethane 74839 µg kg-¹ U < 20Chloroethane 75003 µg kg-¹ U < 2.0Trichlorofluoromethane 75694 µg kg-¹ U < 1.01,1-Dichloroethene 75354 µg kg-¹ U < 1.0Dichloromethane 75092 µg kg-¹ N netrans-1,2-Dichloroethene 156605 µg kg-¹ U < 1.01,1-Dichloroethane 75343 µg kg-¹ M < 1.0cis-1,2-Dichloroethene 156592 µg kg-¹ M < 1.0Bromochloromethane 74975 µg kg-¹ U < 1.0Trichloromethane 67663 µg kg-¹ M < 1.01,1,1-Trichloroethane 71556 µg kg-¹ M < 1.0Tetrachloromethane 56235 µg kg-¹ M < 1.0

All tests undertaken between 18/03/2013 and 09/04/2013

* Accreditation status

This report should be interpreted in conjuction with the notes on the accompanying cover page.

Column page 1

Report page 6 of 14

LIMS sample ID range AI43401 to AI43446

¹The sample container/fill level was not appropriate for the specified analysis - these results may be compromised. The accreditation for these results remains unaffected.

Page 24: plandocs.tameside.gov.ukplandocs.tameside.gov.uk/anitepublicdocs/00198549.pdf · Description Shear strength parameters c kPa φ ° Apparent c kPa Undisturbed Single stage Remarks

LABORATORY TEST REPORTResults of analysis of 26 samples

received 15 March 2013

TA7097- Silver Spring AcademyFAO

Soil Engineering Geoservices Ltd

Ian Swain

Parkside Lane

Dewsbury Road

Leeds

LS11 5SX Report Date

09 April 2013

225929AI43418 AI43421 AI43422 AI43423 AI43425 AI43427

WS03 WS04 WS04 WS05 WS05 WS05

011 003 006 001 003 010

12/3/2013 12/3/2013 12/3/2013 12/3/2013 12/3/2013 12/3/2013

2.30m 0.50m 1.00m 0.00m 0.50m 1.50m

SOIL SOIL SOIL SOIL SOIL SOIL

2675 TPH aromatic >C8-C10 mg kg-¹ N < 0.1 < 0.1 < 0.1TPH aromatic >C10-C12 mg kg-¹ N < 0.1 4.8 < 0.1TPH aromatic >C12-C16 mg kg-¹ N < 0.1 15 < 0.1TPH aromatic >C16-C21 mg kg-¹ N < 0.1 53 < 0.1TPH aromatic >C21-C35 mg kg-¹ N < 0.1 88 < 0.1TPH aromatic >C35-C44 mg kg-¹ N < 0.1 0.67 < 0.1Total Petroleum Hydrocarbons mg kg-¹ N < 2 160 < 2

2701 PAH (total EPA 16) mg kg-¹ M <2.0 90 112760 Methyl tert-butylether low level 1634044 µg kg-¹ N < 0.1 < 0.1 < 0.1

Methyl tert-butylether 1634044 µg kg-¹ N < 1.0 < 1.0Dichlorodifluoromethane 75718 µg kg-¹ U < 1.0 < 1.0Chloromethane 74873 µg kg-¹ M < 1.0 < 1.0Vinyl chloride 75014 µg kg-¹ M < 1.0 < 1.0Bromomethane 74839 µg kg-¹ U < 20 < 20Chloroethane 75003 µg kg-¹ U < 2.0 < 2.0Trichlorofluoromethane 75694 µg kg-¹ U < 1.0 < 1.01,1-Dichloroethene 75354 µg kg-¹ U < 1.0 < 1.0Dichloromethane 75092 µg kg-¹ N ne netrans-1,2-Dichloroethene 156605 µg kg-¹ U < 1.0 < 1.01,1-Dichloroethane 75343 µg kg-¹ M < 1.0 < 1.0cis-1,2-Dichloroethene 156592 µg kg-¹ M < 1.0 < 1.0Bromochloromethane 74975 µg kg-¹ U < 1.0 < 1.0Trichloromethane 67663 µg kg-¹ M < 1.0 < 1.01,1,1-Trichloroethane 71556 µg kg-¹ M < 1.0 < 1.0Tetrachloromethane 56235 µg kg-¹ M < 1.0 < 1.0

* Accreditation status

This report should be interpreted in conjuction with the notes on the accompanying cover page.

Column page 2

Report page 6 of 14

LIMS sample ID range AI43401 to AI43446

¹The sample container/fill level was not appropriate for the specified analysis - these results may be compromised. The accreditation for these results remains unaffected.

Page 25: plandocs.tameside.gov.ukplandocs.tameside.gov.uk/anitepublicdocs/00198549.pdf · Description Shear strength parameters c kPa φ ° Apparent c kPa Undisturbed Single stage Remarks

LABORATORY TEST REPORTResults of analysis of 26 samples

received 15 March 2013

TA7097- Silver Spring AcademyFAO

Soil Engineering Geoservices Ltd

Ian Swain

Parkside Lane

Dewsbury Road

Leeds

LS11 5SX Report Date

09 April 2013

225929AI43432

WS06

006

11/3/2013

1.00m

SOIL

2675 TPH aromatic >C8-C10 mg kg-¹ N < 0.1TPH aromatic >C10-C12 mg kg-¹ N < 0.1TPH aromatic >C12-C16 mg kg-¹ N 8.0TPH aromatic >C16-C21 mg kg-¹ N 18TPH aromatic >C21-C35 mg kg-¹ N 51TPH aromatic >C35-C44 mg kg-¹ N 0.18Total Petroleum Hydrocarbons mg kg-¹ N 77

2701 PAH (total EPA 16) mg kg-¹ M 972760 Methyl tert-butylether low level 1634044 µg kg-¹ N < 0.1

Methyl tert-butylether 1634044 µg kg-¹ N

Dichlorodifluoromethane 75718 µg kg-¹ U

Chloromethane 74873 µg kg-¹ M

Vinyl chloride 75014 µg kg-¹ M

Bromomethane 74839 µg kg-¹ U

Chloroethane 75003 µg kg-¹ U

Trichlorofluoromethane 75694 µg kg-¹ U

1,1-Dichloroethene 75354 µg kg-¹ U

Dichloromethane 75092 µg kg-¹ N

trans-1,2-Dichloroethene 156605 µg kg-¹ U

1,1-Dichloroethane 75343 µg kg-¹ M

cis-1,2-Dichloroethene 156592 µg kg-¹ M

Bromochloromethane 74975 µg kg-¹ U

Trichloromethane 67663 µg kg-¹ M

1,1,1-Trichloroethane 71556 µg kg-¹ M

Tetrachloromethane 56235 µg kg-¹ M

* Accreditation status

This report should be interpreted in conjuction with the notes on the accompanying cover page.

Column page 3

Report page 6 of 14

LIMS sample ID range AI43401 to AI43446

¹The sample container/fill level was not appropriate for the specified analysis - these results may be compromised. The accreditation for these results remains unaffected.

Page 26: plandocs.tameside.gov.ukplandocs.tameside.gov.uk/anitepublicdocs/00198549.pdf · Description Shear strength parameters c kPa φ ° Apparent c kPa Undisturbed Single stage Remarks

LABORATORY TEST REPORTResults of analysis of 26 samples

received 15 March 2013

TA7097- Silver Spring AcademyFAO

Soil Engineering Geoservices Ltd

Ian Swain

Parkside Lane

Dewsbury Road

Leeds

LS11 5SX Report Date

09 April 2013

225929AI43402 AI43408 AI43410 AI43414 AI43415 AI43417

HHWS01 HHWS02 WS01 WS02 WS03 WS03

002 005 002 005 001 006

11/3/2013 11/3/2013 11/3/2013 12/3/2013 12/3/2013 12/3/2013

0.50m 1.00m 0.50m 1.00m 0.00m 1.00m

SOIL SOIL SOIL SOIL SOIL SOIL

2760 1,1-Dichloropropene 563586 µg kg-¹ U < 1.0Benzene 71432 µg kg-¹ M < 1.01,2-Dichloroethane 107062 µg kg-¹ U < 2.0Trichloroethene 79016 µg kg-¹ U < 1.01,2-Dichloropropane 78875 µg kg-¹ U < 1.0Dibromomethane 74953 µg kg-¹ U < 10Bromodichloromethane 75274 µg kg-¹ U < 5.0cis-1,3-Dichloropropene 10061015 µg kg-¹ N < 10Toluene 108883 µg kg-¹ M < 1.0trans-1,3-Dichloropropene 10061026 µg kg-¹ N < 101,1,2-Trichloroethane 79005 µg kg-¹ U < 10Tetrachloroethene 127184 µg kg-¹ M < 1.01,3-Dichloropropane 142289 µg kg-¹ U < 2.0Dibromochloromethane 124481 µg kg-¹ U < 101,2-Dibromoethane 106934 µg kg-¹ U < 5.0Chlorobenzene 108907 µg kg-¹ M < 1.01,1,1,2-Tetrachloroethane 630206 µg kg-¹ M < 2.0Ethylbenzene 100414 µg kg-¹ M < 1.0m- & p-Xylene 1330207 µg kg-¹ U < 1.0o-Xylene 95476 µg kg-¹ U < 1.0Styrene 100425 µg kg-¹ U < 1.0Tribromomethane 75252 µg kg-¹ U < 10Isopropylbenzene 98828 µg kg-¹ U < 1.0Bromobenzene 108861 µg kg-¹ U < 1.01,2,3-Trichloropropane 96184 µg kg-¹ N < 50

All tests undertaken between 18/03/2013 and 09/04/2013

* Accreditation status

This report should be interpreted in conjuction with the notes on the accompanying cover page.

Column page 1

Report page 7 of 14

LIMS sample ID range AI43401 to AI43446

¹The sample container/fill level was not appropriate for the specified analysis - these results may be compromised. The accreditation for these results remains unaffected.

Page 27: plandocs.tameside.gov.ukplandocs.tameside.gov.uk/anitepublicdocs/00198549.pdf · Description Shear strength parameters c kPa φ ° Apparent c kPa Undisturbed Single stage Remarks

LABORATORY TEST REPORTResults of analysis of 26 samples

received 15 March 2013

TA7097- Silver Spring AcademyFAO

Soil Engineering Geoservices Ltd

Ian Swain

Parkside Lane

Dewsbury Road

Leeds

LS11 5SX Report Date

09 April 2013

225929AI43418 AI43421 AI43422 AI43423 AI43425 AI43427

WS03 WS04 WS04 WS05 WS05 WS05

011 003 006 001 003 010

12/3/2013 12/3/2013 12/3/2013 12/3/2013 12/3/2013 12/3/2013

2.30m 0.50m 1.00m 0.00m 0.50m 1.50m

SOIL SOIL SOIL SOIL SOIL SOIL

2760 1,1-Dichloropropene 563586 µg kg-¹ U < 1.0 < 1.0Benzene 71432 µg kg-¹ M < 1.0 < 1.01,2-Dichloroethane 107062 µg kg-¹ U < 2.0 < 2.0Trichloroethene 79016 µg kg-¹ U < 1.0 < 1.01,2-Dichloropropane 78875 µg kg-¹ U < 1.0 < 1.0Dibromomethane 74953 µg kg-¹ U < 10 < 10Bromodichloromethane 75274 µg kg-¹ U < 5.0 < 5.0cis-1,3-Dichloropropene 10061015 µg kg-¹ N < 10 < 10Toluene 108883 µg kg-¹ M < 1.0 < 1.0trans-1,3-Dichloropropene 10061026 µg kg-¹ N < 10 < 101,1,2-Trichloroethane 79005 µg kg-¹ U < 10 < 10Tetrachloroethene 127184 µg kg-¹ M < 1.0 < 1.01,3-Dichloropropane 142289 µg kg-¹ U < 2.0 < 2.0Dibromochloromethane 124481 µg kg-¹ U < 10 < 101,2-Dibromoethane 106934 µg kg-¹ U < 5.0 < 5.0Chlorobenzene 108907 µg kg-¹ M < 1.0 < 1.01,1,1,2-Tetrachloroethane 630206 µg kg-¹ M < 2.0 < 2.0Ethylbenzene 100414 µg kg-¹ M < 1.0 < 1.0m- & p-Xylene 1330207 µg kg-¹ U < 1.0 < 1.0o-Xylene 95476 µg kg-¹ U < 1.0 < 1.0Styrene 100425 µg kg-¹ U < 1.0 < 1.0Tribromomethane 75252 µg kg-¹ U < 10 < 10Isopropylbenzene 98828 µg kg-¹ U < 1.0 < 1.0Bromobenzene 108861 µg kg-¹ U < 1.0 < 1.01,2,3-Trichloropropane 96184 µg kg-¹ N < 50 < 50

* Accreditation status

This report should be interpreted in conjuction with the notes on the accompanying cover page.

Column page 2

Report page 7 of 14

LIMS sample ID range AI43401 to AI43446

¹The sample container/fill level was not appropriate for the specified analysis - these results may be compromised. The accreditation for these results remains unaffected.

Page 28: plandocs.tameside.gov.ukplandocs.tameside.gov.uk/anitepublicdocs/00198549.pdf · Description Shear strength parameters c kPa φ ° Apparent c kPa Undisturbed Single stage Remarks

LABORATORY TEST REPORTResults of analysis of 26 samples

received 15 March 2013

TA7097- Silver Spring AcademyFAO

Soil Engineering Geoservices Ltd

Ian Swain

Parkside Lane

Dewsbury Road

Leeds

LS11 5SX Report Date

09 April 2013

225929AI43432

WS06

006

11/3/2013

1.00m

SOIL

2760 1,1-Dichloropropene 563586 µg kg-¹ U

Benzene 71432 µg kg-¹ M

1,2-Dichloroethane 107062 µg kg-¹ U

Trichloroethene 79016 µg kg-¹ U

1,2-Dichloropropane 78875 µg kg-¹ U

Dibromomethane 74953 µg kg-¹ U

Bromodichloromethane 75274 µg kg-¹ U

cis-1,3-Dichloropropene 10061015 µg kg-¹ N

Toluene 108883 µg kg-¹ M

trans-1,3-Dichloropropene 10061026 µg kg-¹ N

1,1,2-Trichloroethane 79005 µg kg-¹ U

Tetrachloroethene 127184 µg kg-¹ M

1,3-Dichloropropane 142289 µg kg-¹ U

Dibromochloromethane 124481 µg kg-¹ U

1,2-Dibromoethane 106934 µg kg-¹ U

Chlorobenzene 108907 µg kg-¹ M

1,1,1,2-Tetrachloroethane 630206 µg kg-¹ M

Ethylbenzene 100414 µg kg-¹ M

m- & p-Xylene 1330207 µg kg-¹ U

o-Xylene 95476 µg kg-¹ U

Styrene 100425 µg kg-¹ U

Tribromomethane 75252 µg kg-¹ U

Isopropylbenzene 98828 µg kg-¹ U

Bromobenzene 108861 µg kg-¹ U

1,2,3-Trichloropropane 96184 µg kg-¹ N

* Accreditation status

This report should be interpreted in conjuction with the notes on the accompanying cover page.

Column page 3

Report page 7 of 14

LIMS sample ID range AI43401 to AI43446

¹The sample container/fill level was not appropriate for the specified analysis - these results may be compromised. The accreditation for these results remains unaffected.

Page 29: plandocs.tameside.gov.ukplandocs.tameside.gov.uk/anitepublicdocs/00198549.pdf · Description Shear strength parameters c kPa φ ° Apparent c kPa Undisturbed Single stage Remarks

LABORATORY TEST REPORTResults of analysis of 26 samples

received 15 March 2013

TA7097- Silver Spring AcademyFAO

Soil Engineering Geoservices Ltd

Ian Swain

Parkside Lane

Dewsbury Road

Leeds

LS11 5SX Report Date

09 April 2013

225929AI43402 AI43408 AI43410 AI43414 AI43415 AI43417

HHWS01 HHWS02 WS01 WS02 WS03 WS03

002 005 002 005 001 006

11/3/2013 11/3/2013 11/3/2013 12/3/2013 12/3/2013 12/3/2013

0.50m 1.00m 0.50m 1.00m 0.00m 1.00m

SOIL SOIL SOIL SOIL SOIL SOIL

2760 n-Propylbenzene 103651 µg kg-¹ U < 1.02-Chlorotoluene 95498 µg kg-¹ M < 1.01,2,4-Trimethylbenzene 95636 µg kg-¹ U < 1.04-Chlorotoluene 106434 µg kg-¹ U < 1.0tert-Butylbenzene 98066 µg kg-¹ U < 1.01,3,5-Trimethylbenzene 108678 µg kg-¹ U < 1.0sec-Butylbenzene 135988 µg kg-¹ U < 1.01,3-Dichlorobenzene 541731 µg kg-¹ U < 1.04-Isopropyltoluene 99876 µg kg-¹ U < 1.01,4-Dichlorobenzene 106467 µg kg-¹ U < 1.0n-Butylbenzene 104518 µg kg-¹ U < 1.01,2-Dichlorobenzene 95501 µg kg-¹ U < 1.01,2-Dibromo-3-chloropropane 96128 µg kg-¹ U < 501,2,4-Trichlorobenzene 120821 µg kg-¹ U < 1.0Hexachlorobutadiene 87683 µg kg-¹ U < 1.0Dichlorodifluoromethane 75718 µg kg-¹ N < 0.10 < 0.10 < 0.10 < 0.10Chloromethane 74873 µg kg-¹ < 0.10 < 0.10 < 0.10 < 0.10Vinyl chloride 75014 µg kg-¹ N < 0.10 < 0.10 < 0.10 < 0.10Bromomethane 74839 µg kg-¹ N < 2.0 < 2.0 < 2.0 < 2.0Chloroethane 75003 µg kg-¹ N < 0.20 < 0.20 < 0.20 < 0.20Trichlorofluoromethane 75694 µg kg-¹ N < 0.10 < 0.10 < 0.10 < 0.101,1-Dichloroethene 75354 µg kg-¹ N < 0.10 < 0.10 < 0.10 < 0.10Dichloromethane 75092 µg kg-¹ N ne ne ne netrans-1,2-Dichloroethene 156605 µg kg-¹ N < 0.10 < 0.10 < 0.10 < 0.101,1-Dichloroethane 75343 µg kg-¹ N < 0.10 < 0.10 < 0.10 < 0.10

All tests undertaken between 18/03/2013 and 09/04/2013

* Accreditation status

This report should be interpreted in conjuction with the notes on the accompanying cover page.

Column page 1

Report page 8 of 14

LIMS sample ID range AI43401 to AI43446

¹The sample container/fill level was not appropriate for the specified analysis - these results may be compromised. The accreditation for these results remains unaffected.

Page 30: plandocs.tameside.gov.ukplandocs.tameside.gov.uk/anitepublicdocs/00198549.pdf · Description Shear strength parameters c kPa φ ° Apparent c kPa Undisturbed Single stage Remarks

LABORATORY TEST REPORTResults of analysis of 26 samples

received 15 March 2013

TA7097- Silver Spring AcademyFAO

Soil Engineering Geoservices Ltd

Ian Swain

Parkside Lane

Dewsbury Road

Leeds

LS11 5SX Report Date

09 April 2013

225929AI43418 AI43421 AI43422 AI43423 AI43425 AI43427

WS03 WS04 WS04 WS05 WS05 WS05

011 003 006 001 003 010

12/3/2013 12/3/2013 12/3/2013 12/3/2013 12/3/2013 12/3/2013

2.30m 0.50m 1.00m 0.00m 0.50m 1.50m

SOIL SOIL SOIL SOIL SOIL SOIL

2760 n-Propylbenzene 103651 µg kg-¹ U < 1.0 < 1.02-Chlorotoluene 95498 µg kg-¹ M < 1.0 < 1.01,2,4-Trimethylbenzene 95636 µg kg-¹ U < 1.0 < 1.04-Chlorotoluene 106434 µg kg-¹ U < 1.0 < 1.0tert-Butylbenzene 98066 µg kg-¹ U < 1.0 < 1.01,3,5-Trimethylbenzene 108678 µg kg-¹ U < 1.0 < 1.0sec-Butylbenzene 135988 µg kg-¹ U < 1.0 < 1.01,3-Dichlorobenzene 541731 µg kg-¹ U < 1.0 < 1.04-Isopropyltoluene 99876 µg kg-¹ U < 1.0 < 1.01,4-Dichlorobenzene 106467 µg kg-¹ U < 1.0 < 1.0n-Butylbenzene 104518 µg kg-¹ U < 1.0 < 1.01,2-Dichlorobenzene 95501 µg kg-¹ U < 1.0 < 1.01,2-Dibromo-3-chloropropane 96128 µg kg-¹ U < 50 < 501,2,4-Trichlorobenzene 120821 µg kg-¹ U < 1.0 < 1.0Hexachlorobutadiene 87683 µg kg-¹ U < 1.0 < 1.0Dichlorodifluoromethane 75718 µg kg-¹ N < 0.10 < 0.10 < 0.10Chloromethane 74873 µg kg-¹ < 0.10 < 0.10 < 0.10Vinyl chloride 75014 µg kg-¹ N < 0.10 < 0.10 < 0.10Bromomethane 74839 µg kg-¹ N < 2.0 < 2.0 < 2.0Chloroethane 75003 µg kg-¹ N < 0.20 < 0.20 < 0.20Trichlorofluoromethane 75694 µg kg-¹ N < 0.10 < 0.10 < 0.101,1-Dichloroethene 75354 µg kg-¹ N < 0.10 < 0.10 < 0.10Dichloromethane 75092 µg kg-¹ N ne ne netrans-1,2-Dichloroethene 156605 µg kg-¹ N < 0.10 < 0.10 < 0.101,1-Dichloroethane 75343 µg kg-¹ N < 0.10 < 0.10 < 0.10

* Accreditation status

This report should be interpreted in conjuction with the notes on the accompanying cover page.

Column page 2

Report page 8 of 14

LIMS sample ID range AI43401 to AI43446

¹The sample container/fill level was not appropriate for the specified analysis - these results may be compromised. The accreditation for these results remains unaffected.

Page 31: plandocs.tameside.gov.ukplandocs.tameside.gov.uk/anitepublicdocs/00198549.pdf · Description Shear strength parameters c kPa φ ° Apparent c kPa Undisturbed Single stage Remarks

LABORATORY TEST REPORTResults of analysis of 26 samples

received 15 March 2013

TA7097- Silver Spring AcademyFAO

Soil Engineering Geoservices Ltd

Ian Swain

Parkside Lane

Dewsbury Road

Leeds

LS11 5SX Report Date

09 April 2013

225929AI43432

WS06

006

11/3/2013

1.00m

SOIL

2760 n-Propylbenzene 103651 µg kg-¹ U

2-Chlorotoluene 95498 µg kg-¹ M

1,2,4-Trimethylbenzene 95636 µg kg-¹ U

4-Chlorotoluene 106434 µg kg-¹ U

tert-Butylbenzene 98066 µg kg-¹ U

1,3,5-Trimethylbenzene 108678 µg kg-¹ U

sec-Butylbenzene 135988 µg kg-¹ U

1,3-Dichlorobenzene 541731 µg kg-¹ U

4-Isopropyltoluene 99876 µg kg-¹ U

1,4-Dichlorobenzene 106467 µg kg-¹ U

n-Butylbenzene 104518 µg kg-¹ U

1,2-Dichlorobenzene 95501 µg kg-¹ U

1,2-Dibromo-3-chloropropane 96128 µg kg-¹ U

1,2,4-Trichlorobenzene 120821 µg kg-¹ U

Hexachlorobutadiene 87683 µg kg-¹ U

Dichlorodifluoromethane 75718 µg kg-¹ N < 0.10Chloromethane 74873 µg kg-¹ < 0.10Vinyl chloride 75014 µg kg-¹ N < 0.10Bromomethane 74839 µg kg-¹ N < 2.0Chloroethane 75003 µg kg-¹ N < 0.20Trichlorofluoromethane 75694 µg kg-¹ N < 0.101,1-Dichloroethene 75354 µg kg-¹ N < 0.10Dichloromethane 75092 µg kg-¹ N netrans-1,2-Dichloroethene 156605 µg kg-¹ N < 0.101,1-Dichloroethane 75343 µg kg-¹ N < 0.10

* Accreditation status

This report should be interpreted in conjuction with the notes on the accompanying cover page.

Column page 3

Report page 8 of 14

LIMS sample ID range AI43401 to AI43446

¹The sample container/fill level was not appropriate for the specified analysis - these results may be compromised. The accreditation for these results remains unaffected.

Page 32: plandocs.tameside.gov.ukplandocs.tameside.gov.uk/anitepublicdocs/00198549.pdf · Description Shear strength parameters c kPa φ ° Apparent c kPa Undisturbed Single stage Remarks

LABORATORY TEST REPORTResults of analysis of 26 samples

received 15 March 2013

TA7097- Silver Spring AcademyFAO

Soil Engineering Geoservices Ltd

Ian Swain

Parkside Lane

Dewsbury Road

Leeds

LS11 5SX Report Date

09 April 2013

225929AI43402 AI43408 AI43410 AI43414 AI43415 AI43417

HHWS01 HHWS02 WS01 WS02 WS03 WS03

002 005 002 005 001 006

11/3/2013 11/3/2013 11/3/2013 12/3/2013 12/3/2013 12/3/2013

0.50m 1.00m 0.50m 1.00m 0.00m 1.00m

SOIL SOIL SOIL SOIL SOIL SOIL

2760 cis-1,2-Dichloroethene 156592 µg kg-¹ N < 0.10 < 0.10 < 0.10 < 0.10Bromochloromethane 74975 µg kg-¹ N < 0.10 < 0.10 < 0.10 < 0.10Trichloromethane 67663 µg kg-¹ N < 0.10 < 0.10 < 0.10 < 0.101,1,1-Trichloroethane 71556 µg kg-¹ N < 0.10 < 0.10 < 0.10 < 0.10Tetrachloromethane 56235 µg kg-¹ N < 0.10 < 0.10 < 0.10 < 0.101,1-Dichloropropene 563586 µg kg-¹ N < 0.10 < 0.10 < 0.10 < 0.10Benzene 71432 µg kg-¹ N < 0.10 < 0.10 < 0.10 < 0.101,2-Dichloroethane 107062 µg kg-¹ N < 0.20 < 0.20 < 0.20 < 0.20Trichloroethene 79016 µg kg-¹ N < 0.10 < 0.10 < 0.10 < 0.101,2-Dichloropropane 78875 µg kg-¹ < 0.10 < 0.10 < 0.10 < 0.10Dibromomethane 74953 µg kg-¹ N < 1.0 < 1.0 < 1.0 < 1.0Bromodichloromethane 75274 µg kg-¹ N < 0.50 < 0.50 < 0.50 < 0.50cis-1,3-Dichloropropene 10061015 µg kg-¹ N < 1.0 < 1.0 < 1.0 < 1.0Toluene 108883 µg kg-¹ N < 0.10 < 0.10 < 0.10 < 0.10trans-1,3-Dichloropropene 10061026 µg kg-¹ N < 1.0 < 1.0 < 1.0 < 1.01,1,2-Trichloroethane 79005 µg kg-¹ N < 1.0 < 1.0 < 1.0 < 1.0Tetrachloroethene 127184 µg kg-¹ N < 0.10 < 0.10 < 0.10 < 0.101,3-Dichloropropane 142289 µg kg-¹ N < 0.20 < 0.20 < 0.20 < 0.20Dibromochloromethane 124481 µg kg-¹ N < 1.0 < 1.0 < 1.0 < 1.01,2-Dibromoethane 106934 µg kg-¹ N < 0.50 < 0.50 < 0.50 < 0.50Chlorobenzene 108907 µg kg-¹ N < 0.10 < 0.10 < 0.10 < 0.101,1,1,2-Tetrachloroethane 630206 µg kg-¹ N < 0.20 < 0.20 < 0.20 < 0.20Ethylbenzene 100414 µg kg-¹ N < 0.10 < 0.10 < 0.10 < 0.10m- & p-Xylene 1330207 µg kg-¹ N < 0.10 < 0.10 < 0.10 < 0.10o-Xylene 95476 µg kg-¹ N < 0.10 < 0.10 < 0.10 < 0.10

All tests undertaken between 18/03/2013 and 09/04/2013

* Accreditation status

This report should be interpreted in conjuction with the notes on the accompanying cover page.

Column page 1

Report page 9 of 14

LIMS sample ID range AI43401 to AI43446

¹The sample container/fill level was not appropriate for the specified analysis - these results may be compromised. The accreditation for these results remains unaffected.

Page 33: plandocs.tameside.gov.ukplandocs.tameside.gov.uk/anitepublicdocs/00198549.pdf · Description Shear strength parameters c kPa φ ° Apparent c kPa Undisturbed Single stage Remarks

LABORATORY TEST REPORTResults of analysis of 26 samples

received 15 March 2013

TA7097- Silver Spring AcademyFAO

Soil Engineering Geoservices Ltd

Ian Swain

Parkside Lane

Dewsbury Road

Leeds

LS11 5SX Report Date

09 April 2013

225929AI43418 AI43421 AI43422 AI43423 AI43425 AI43427

WS03 WS04 WS04 WS05 WS05 WS05

011 003 006 001 003 010

12/3/2013 12/3/2013 12/3/2013 12/3/2013 12/3/2013 12/3/2013

2.30m 0.50m 1.00m 0.00m 0.50m 1.50m

SOIL SOIL SOIL SOIL SOIL SOIL

2760 cis-1,2-Dichloroethene 156592 µg kg-¹ N < 0.10 < 0.10 < 0.10Bromochloromethane 74975 µg kg-¹ N < 0.10 < 0.10 < 0.10Trichloromethane 67663 µg kg-¹ N < 0.10 < 0.10 < 0.101,1,1-Trichloroethane 71556 µg kg-¹ N < 0.10 < 0.10 < 0.10Tetrachloromethane 56235 µg kg-¹ N < 0.10 < 0.10 < 0.101,1-Dichloropropene 563586 µg kg-¹ N < 0.10 < 0.10 < 0.10Benzene 71432 µg kg-¹ N < 0.10 < 0.10 < 0.101,2-Dichloroethane 107062 µg kg-¹ N < 0.20 < 0.20 < 0.20Trichloroethene 79016 µg kg-¹ N < 0.10 < 0.10 < 0.101,2-Dichloropropane 78875 µg kg-¹ < 0.10 < 0.10 < 0.10Dibromomethane 74953 µg kg-¹ N < 1.0 < 1.0 < 1.0Bromodichloromethane 75274 µg kg-¹ N < 0.50 < 0.50 < 0.50cis-1,3-Dichloropropene 10061015 µg kg-¹ N < 1.0 < 1.0 < 1.0Toluene 108883 µg kg-¹ N < 0.10 < 0.10 < 0.10trans-1,3-Dichloropropene 10061026 µg kg-¹ N < 1.0 < 1.0 < 1.01,1,2-Trichloroethane 79005 µg kg-¹ N < 1.0 < 1.0 < 1.0Tetrachloroethene 127184 µg kg-¹ N < 0.10 < 0.10 < 0.101,3-Dichloropropane 142289 µg kg-¹ N < 0.20 < 0.20 < 0.20Dibromochloromethane 124481 µg kg-¹ N < 1.0 < 1.0 < 1.01,2-Dibromoethane 106934 µg kg-¹ N < 0.50 < 0.50 < 0.50Chlorobenzene 108907 µg kg-¹ N < 0.10 < 0.10 < 0.101,1,1,2-Tetrachloroethane 630206 µg kg-¹ N < 0.20 < 0.20 < 0.20Ethylbenzene 100414 µg kg-¹ N < 0.10 < 0.10 < 0.10m- & p-Xylene 1330207 µg kg-¹ N < 0.10 < 0.10 < 0.10o-Xylene 95476 µg kg-¹ N < 0.10 < 0.10 < 0.10

* Accreditation status

This report should be interpreted in conjuction with the notes on the accompanying cover page.

Column page 2

Report page 9 of 14

LIMS sample ID range AI43401 to AI43446

¹The sample container/fill level was not appropriate for the specified analysis - these results may be compromised. The accreditation for these results remains unaffected.

Page 34: plandocs.tameside.gov.ukplandocs.tameside.gov.uk/anitepublicdocs/00198549.pdf · Description Shear strength parameters c kPa φ ° Apparent c kPa Undisturbed Single stage Remarks

LABORATORY TEST REPORTResults of analysis of 26 samples

received 15 March 2013

TA7097- Silver Spring AcademyFAO

Soil Engineering Geoservices Ltd

Ian Swain

Parkside Lane

Dewsbury Road

Leeds

LS11 5SX Report Date

09 April 2013

225929AI43432

WS06

006

11/3/2013

1.00m

SOIL

2760 cis-1,2-Dichloroethene 156592 µg kg-¹ N < 0.10Bromochloromethane 74975 µg kg-¹ N < 0.10Trichloromethane 67663 µg kg-¹ N < 0.101,1,1-Trichloroethane 71556 µg kg-¹ N < 0.10Tetrachloromethane 56235 µg kg-¹ N < 0.101,1-Dichloropropene 563586 µg kg-¹ N < 0.10Benzene 71432 µg kg-¹ N < 0.101,2-Dichloroethane 107062 µg kg-¹ N < 0.20Trichloroethene 79016 µg kg-¹ N < 0.101,2-Dichloropropane 78875 µg kg-¹ < 0.10Dibromomethane 74953 µg kg-¹ N < 1.0Bromodichloromethane 75274 µg kg-¹ N < 0.50cis-1,3-Dichloropropene 10061015 µg kg-¹ N < 1.0Toluene 108883 µg kg-¹ N < 0.10trans-1,3-Dichloropropene 10061026 µg kg-¹ N < 1.01,1,2-Trichloroethane 79005 µg kg-¹ N < 1.0Tetrachloroethene 127184 µg kg-¹ N < 0.101,3-Dichloropropane 142289 µg kg-¹ N < 0.20Dibromochloromethane 124481 µg kg-¹ N < 1.01,2-Dibromoethane 106934 µg kg-¹ N < 0.50Chlorobenzene 108907 µg kg-¹ N < 0.101,1,1,2-Tetrachloroethane 630206 µg kg-¹ N < 0.20Ethylbenzene 100414 µg kg-¹ N < 0.10m- & p-Xylene 1330207 µg kg-¹ N < 0.10o-Xylene 95476 µg kg-¹ N < 0.10

* Accreditation status

This report should be interpreted in conjuction with the notes on the accompanying cover page.

Column page 3

Report page 9 of 14

LIMS sample ID range AI43401 to AI43446

¹The sample container/fill level was not appropriate for the specified analysis - these results may be compromised. The accreditation for these results remains unaffected.

Page 35: plandocs.tameside.gov.ukplandocs.tameside.gov.uk/anitepublicdocs/00198549.pdf · Description Shear strength parameters c kPa φ ° Apparent c kPa Undisturbed Single stage Remarks

LABORATORY TEST REPORTResults of analysis of 26 samples

received 15 March 2013

TA7097- Silver Spring AcademyFAO

Soil Engineering Geoservices Ltd

Ian Swain

Parkside Lane

Dewsbury Road

Leeds

LS11 5SX Report Date

09 April 2013

225929AI43402 AI43408 AI43410 AI43414 AI43415 AI43417

HHWS01 HHWS02 WS01 WS02 WS03 WS03

002 005 002 005 001 006

11/3/2013 11/3/2013 11/3/2013 12/3/2013 12/3/2013 12/3/2013

0.50m 1.00m 0.50m 1.00m 0.00m 1.00m

SOIL SOIL SOIL SOIL SOIL SOIL

2760 Styrene 100425 µg kg-¹ N < 0.10 < 0.10 < 0.10 < 0.10Tribromomethane 75252 µg kg-¹ N < 1.0 < 1.0 < 1.0 < 1.0Isopropylbenzene 98828 µg kg-¹ N < 0.10 < 0.10 < 0.10 < 0.10Bromobenzene 108861 µg kg-¹ N < 0.10 < 0.10 < 0.10 < 0.101,2,3-Trichloropropane 96184 µg kg-¹ N < 0.50 < 0.50 < 0.50 < 0.50n-Propylbenzene 103651 µg kg-¹ N < 0.10 < 0.10 < 0.10 < 0.102-Chlorotoluene 95498 µg kg-¹ N < 0.10 < 0.10 < 0.10 < 0.101,2,4-Trimethylbenzene 95636 µg kg-¹ N < 0.10 < 0.10 < 0.10 < 0.104-Chlorotoluene 106434 µg kg-¹ N < 0.10 < 0.10 < 0.10 < 0.10tert-Butylbenzene 98066 µg kg-¹ N < 0.10 < 0.10 < 0.10 < 0.101,3,5-Trimethylbenzene 108678 µg kg-¹ N < 0.10 < 0.10 < 0.10 < 0.10sec-Butylbenzene 135988 µg kg-¹ N < 0.10 < 0.10 < 0.10 < 0.101,3-Dichlorobenzene 541731 µg kg-¹ N < 0.10 < 0.10 < 0.10 < 0.104-Isopropyltoluene 99876 µg kg-¹ N < 0.10 < 0.10 < 0.10 < 0.101,4-Dichlorobenzene 106467 µg kg-¹ N < 0.10 < 0.10 < 0.10 < 0.10n-Butylbenzene 104518 µg kg-¹ N 0.70 < 0.10 < 0.10 < 0.101,2-Dichlorobenzene 95501 µg kg-¹ N < 0.10 < 0.10 < 0.10 < 0.101,2-Dibromo-3-chloropropane 96128 µg kg-¹ N < 5.0 < 5.0 < 5.0 < 5.01,2,4-Trichlorobenzene 120821 µg kg-¹ N < 0.10 < 0.10 < 0.10 < 0.10Hexachlorobutadiene 87683 µg kg-¹ N < 0.10 < 0.10 < 0.10 < 0.10

2790 1,3-Diclorobenzene mg kg-¹ < 0.5 < 0.5 < 0.5Phenol 108952 mg kg-¹ N < 0.05 < 0.05 < 0.05bis(2-Chloroethyl)ether 111444 mg kg-¹ N < 0.05 < 0.05 < 0.052-Chlorophenol 95578 mg kg-¹ N < 0.05 < 0.05 < 0.051,4-Dichlorobenzene 106467 mg kg-¹ N < 0.05 < 0.05 < 0.05

All tests undertaken between 18/03/2013 and 09/04/2013

* Accreditation status

This report should be interpreted in conjuction with the notes on the accompanying cover page.

Column page 1

Report page 10 of 14

LIMS sample ID range AI43401 to AI43446

¹The sample container/fill level was not appropriate for the specified analysis - these results may be compromised. The accreditation for these results remains unaffected.

Page 36: plandocs.tameside.gov.ukplandocs.tameside.gov.uk/anitepublicdocs/00198549.pdf · Description Shear strength parameters c kPa φ ° Apparent c kPa Undisturbed Single stage Remarks

LABORATORY TEST REPORTResults of analysis of 26 samples

received 15 March 2013

TA7097- Silver Spring AcademyFAO

Soil Engineering Geoservices Ltd

Ian Swain

Parkside Lane

Dewsbury Road

Leeds

LS11 5SX Report Date

09 April 2013

225929AI43418 AI43421 AI43422 AI43423 AI43425 AI43427

WS03 WS04 WS04 WS05 WS05 WS05

011 003 006 001 003 010

12/3/2013 12/3/2013 12/3/2013 12/3/2013 12/3/2013 12/3/2013

2.30m 0.50m 1.00m 0.00m 0.50m 1.50m

SOIL SOIL SOIL SOIL SOIL SOIL

2760 Styrene 100425 µg kg-¹ N < 0.10 < 0.10 < 0.10Tribromomethane 75252 µg kg-¹ N < 1.0 < 1.0 < 1.0Isopropylbenzene 98828 µg kg-¹ N < 0.10 < 0.10 < 0.10Bromobenzene 108861 µg kg-¹ N < 0.10 < 0.10 < 0.101,2,3-Trichloropropane 96184 µg kg-¹ N < 0.50 < 0.50 < 0.50n-Propylbenzene 103651 µg kg-¹ N < 0.10 < 0.10 < 0.102-Chlorotoluene 95498 µg kg-¹ N < 0.10 < 0.10 < 0.101,2,4-Trimethylbenzene 95636 µg kg-¹ N < 0.10 < 0.10 < 0.104-Chlorotoluene 106434 µg kg-¹ N < 0.10 < 0.10 < 0.10tert-Butylbenzene 98066 µg kg-¹ N < 0.10 < 0.10 < 0.101,3,5-Trimethylbenzene 108678 µg kg-¹ N < 0.10 < 0.10 < 0.10sec-Butylbenzene 135988 µg kg-¹ N < 0.10 < 0.10 < 0.101,3-Dichlorobenzene 541731 µg kg-¹ N < 0.10 < 0.10 < 0.104-Isopropyltoluene 99876 µg kg-¹ N < 0.10 < 0.10 < 0.101,4-Dichlorobenzene 106467 µg kg-¹ N < 0.10 < 0.10 < 0.10n-Butylbenzene 104518 µg kg-¹ N < 0.10 < 0.10 < 0.101,2-Dichlorobenzene 95501 µg kg-¹ N < 0.10 < 0.10 < 0.101,2-Dibromo-3-chloropropane 96128 µg kg-¹ N < 5.0 < 5.0 < 5.01,2,4-Trichlorobenzene 120821 µg kg-¹ N < 0.10 < 0.10 < 0.10Hexachlorobutadiene 87683 µg kg-¹ N < 0.10 < 0.10 < 0.10

2790 1,3-Diclorobenzene mg kg-¹ < 0.5 < 0.5Phenol 108952 mg kg-¹ N < 0.05 < 0.05bis(2-Chloroethyl)ether 111444 mg kg-¹ N < 0.05 < 0.052-Chlorophenol 95578 mg kg-¹ N < 0.05 < 0.051,4-Dichlorobenzene 106467 mg kg-¹ N < 0.05 < 0.05

* Accreditation status

This report should be interpreted in conjuction with the notes on the accompanying cover page.

Column page 2

Report page 10 of 14

LIMS sample ID range AI43401 to AI43446

¹The sample container/fill level was not appropriate for the specified analysis - these results may be compromised. The accreditation for these results remains unaffected.

Page 37: plandocs.tameside.gov.ukplandocs.tameside.gov.uk/anitepublicdocs/00198549.pdf · Description Shear strength parameters c kPa φ ° Apparent c kPa Undisturbed Single stage Remarks

LABORATORY TEST REPORTResults of analysis of 26 samples

received 15 March 2013

TA7097- Silver Spring AcademyFAO

Soil Engineering Geoservices Ltd

Ian Swain

Parkside Lane

Dewsbury Road

Leeds

LS11 5SX Report Date

09 April 2013

225929AI43432

WS06

006

11/3/2013

1.00m

SOIL

2760 Styrene 100425 µg kg-¹ N < 0.10Tribromomethane 75252 µg kg-¹ N < 1.0Isopropylbenzene 98828 µg kg-¹ N < 0.10Bromobenzene 108861 µg kg-¹ N < 0.101,2,3-Trichloropropane 96184 µg kg-¹ N < 0.50n-Propylbenzene 103651 µg kg-¹ N < 0.102-Chlorotoluene 95498 µg kg-¹ N < 0.101,2,4-Trimethylbenzene 95636 µg kg-¹ N < 0.104-Chlorotoluene 106434 µg kg-¹ N < 0.10tert-Butylbenzene 98066 µg kg-¹ N < 0.101,3,5-Trimethylbenzene 108678 µg kg-¹ N < 0.10sec-Butylbenzene 135988 µg kg-¹ N < 0.101,3-Dichlorobenzene 541731 µg kg-¹ N < 0.104-Isopropyltoluene 99876 µg kg-¹ N < 0.101,4-Dichlorobenzene 106467 µg kg-¹ N < 0.10n-Butylbenzene 104518 µg kg-¹ N < 0.101,2-Dichlorobenzene 95501 µg kg-¹ N < 0.101,2-Dibromo-3-chloropropane 96128 µg kg-¹ N < 5.01,2,4-Trichlorobenzene 120821 µg kg-¹ N < 0.10Hexachlorobutadiene 87683 µg kg-¹ N < 0.10

2790 1,3-Diclorobenzene mg kg-¹

Phenol 108952 mg kg-¹ N

bis(2-Chloroethyl)ether 111444 mg kg-¹ N

2-Chlorophenol 95578 mg kg-¹ N

1,4-Dichlorobenzene 106467 mg kg-¹ N

* Accreditation status

This report should be interpreted in conjuction with the notes on the accompanying cover page.

Column page 3

Report page 10 of 14

LIMS sample ID range AI43401 to AI43446

¹The sample container/fill level was not appropriate for the specified analysis - these results may be compromised. The accreditation for these results remains unaffected.

Page 38: plandocs.tameside.gov.ukplandocs.tameside.gov.uk/anitepublicdocs/00198549.pdf · Description Shear strength parameters c kPa φ ° Apparent c kPa Undisturbed Single stage Remarks

LABORATORY TEST REPORTResults of analysis of 26 samples

received 15 March 2013

TA7097- Silver Spring AcademyFAO

Soil Engineering Geoservices Ltd

Ian Swain

Parkside Lane

Dewsbury Road

Leeds

LS11 5SX Report Date

09 April 2013

225929AI43402 AI43408 AI43410 AI43414 AI43415 AI43417

HHWS01 HHWS02 WS01 WS02 WS03 WS03

002 005 002 005 001 006

11/3/2013 11/3/2013 11/3/2013 12/3/2013 12/3/2013 12/3/2013

0.50m 1.00m 0.50m 1.00m 0.00m 1.00m

SOIL SOIL SOIL SOIL SOIL SOIL

2790 1,2-Dichlorobenzene 95501 mg kg-¹ N < 0.05 < 0.05 < 0.052-Methylphenol 95487 mg kg-¹ N < 0.05 < 0.05 < 0.05bis(2-Chloroisopropyl)ether 108601 mg kg-¹ N < 0.05 < 0.05 < 0.054-Methylphenol 106445 mg kg-¹ N < 0.05 < 0.05 < 0.05N-Nitrosodi-n-propylamine 621647 mg kg-¹ N < 0.05 < 0.05 < 0.05Hexachloroethane 67721 mg kg-¹ N < 0.05 < 0.05 < 0.05Nitrobenzene 98953 mg kg-¹ N < 0.05 < 0.05 < 0.05Isophorone 78591 mg kg-¹ N < 0.05 < 0.05 < 0.052-Nitrophenol 88755 mg kg-¹ N < 0.05 < 0.05 < 0.052,4-Dimethylphenol 105679 mg kg-¹ N < 0.05 < 0.05 < 0.05bis(2-Chloroethoxy)methane 111911 mg kg-¹ N < 0.05 < 0.05 < 0.052,4-Dichlorophenol 120832 mg kg-¹ N < 0.05 < 0.05 < 0.051,2,4-Trichlorobenzene 120821 mg kg-¹ N < 0.05 < 0.05 < 0.05Naphthalene 91203 mg kg-¹ N < 0.05 < 0.05 < 0.054-Chloroaniline 106478 mg kg-¹ N < 0.05 < 0.05 < 0.05Hexachlorobutadiene 87683 mg kg-¹ N < 0.05 < 0.05 < 0.054-Chloro-3-methylphenol 59507 mg kg-¹ N < 0.05 < 0.05 < 0.052-Methylnaphthalene 91576 mg kg-¹ N 0.089 < 0.05 < 0.05Hexachlorocyclopentadiene 77474 mg kg-¹ N < 0.05 < 0.05 < 0.052,4,6-Trichlorophenol 88062 mg kg-¹ N < 0.05 < 0.05 < 0.052,4,5-Trichlorophenol 95954 mg kg-¹ N < 0.05 < 0.05 < 0.052-Chloronaphthalene 91587 mg kg-¹ N < 0.05 < 0.05 < 0.052-Nitroaniline 88744 mg kg-¹ N < 0.05 < 0.05 < 0.05Dimethylphthalate 131113 mg kg-¹ N < 0.05 < 0.05 < 0.052,6-Dinitrotoluene 606202 mg kg-¹ N < 0.05 < 0.05 < 0.05

All tests undertaken between 18/03/2013 and 09/04/2013

* Accreditation status

This report should be interpreted in conjuction with the notes on the accompanying cover page.

Column page 1

Report page 11 of 14

LIMS sample ID range AI43401 to AI43446

¹The sample container/fill level was not appropriate for the specified analysis - these results may be compromised. The accreditation for these results remains unaffected.

Page 39: plandocs.tameside.gov.ukplandocs.tameside.gov.uk/anitepublicdocs/00198549.pdf · Description Shear strength parameters c kPa φ ° Apparent c kPa Undisturbed Single stage Remarks

LABORATORY TEST REPORTResults of analysis of 26 samples

received 15 March 2013

TA7097- Silver Spring AcademyFAO

Soil Engineering Geoservices Ltd

Ian Swain

Parkside Lane

Dewsbury Road

Leeds

LS11 5SX Report Date

09 April 2013

225929AI43418 AI43421 AI43422 AI43423 AI43425 AI43427

WS03 WS04 WS04 WS05 WS05 WS05

011 003 006 001 003 010

12/3/2013 12/3/2013 12/3/2013 12/3/2013 12/3/2013 12/3/2013

2.30m 0.50m 1.00m 0.00m 0.50m 1.50m

SOIL SOIL SOIL SOIL SOIL SOIL

2790 1,2-Dichlorobenzene 95501 mg kg-¹ N < 0.05 < 0.052-Methylphenol 95487 mg kg-¹ N < 0.05 < 0.05bis(2-Chloroisopropyl)ether 108601 mg kg-¹ N < 0.05 < 0.054-Methylphenol 106445 mg kg-¹ N < 0.05 < 0.05N-Nitrosodi-n-propylamine 621647 mg kg-¹ N < 0.05 < 0.05Hexachloroethane 67721 mg kg-¹ N < 0.05 < 0.05Nitrobenzene 98953 mg kg-¹ N < 0.05 < 0.05Isophorone 78591 mg kg-¹ N < 0.05 < 0.052-Nitrophenol 88755 mg kg-¹ N < 0.05 < 0.052,4-Dimethylphenol 105679 mg kg-¹ N < 0.05 < 0.05bis(2-Chloroethoxy)methane 111911 mg kg-¹ N < 0.05 < 0.052,4-Dichlorophenol 120832 mg kg-¹ N < 0.05 < 0.051,2,4-Trichlorobenzene 120821 mg kg-¹ N < 0.05 < 0.05Naphthalene 91203 mg kg-¹ N < 0.05 < 0.054-Chloroaniline 106478 mg kg-¹ N < 0.05 < 0.05Hexachlorobutadiene 87683 mg kg-¹ N < 0.05 < 0.054-Chloro-3-methylphenol 59507 mg kg-¹ N < 0.05 < 0.052-Methylnaphthalene 91576 mg kg-¹ N < 0.05 < 0.05Hexachlorocyclopentadiene 77474 mg kg-¹ N < 0.05 < 0.052,4,6-Trichlorophenol 88062 mg kg-¹ N < 0.05 < 0.052,4,5-Trichlorophenol 95954 mg kg-¹ N < 0.05 < 0.052-Chloronaphthalene 91587 mg kg-¹ N < 0.05 < 0.052-Nitroaniline 88744 mg kg-¹ N < 0.05 < 0.05Dimethylphthalate 131113 mg kg-¹ N < 0.05 < 0.052,6-Dinitrotoluene 606202 mg kg-¹ N < 0.05 < 0.05

* Accreditation status

This report should be interpreted in conjuction with the notes on the accompanying cover page.

Column page 2

Report page 11 of 14

LIMS sample ID range AI43401 to AI43446

¹The sample container/fill level was not appropriate for the specified analysis - these results may be compromised. The accreditation for these results remains unaffected.

Page 40: plandocs.tameside.gov.ukplandocs.tameside.gov.uk/anitepublicdocs/00198549.pdf · Description Shear strength parameters c kPa φ ° Apparent c kPa Undisturbed Single stage Remarks

LABORATORY TEST REPORTResults of analysis of 26 samples

received 15 March 2013

TA7097- Silver Spring AcademyFAO

Soil Engineering Geoservices Ltd

Ian Swain

Parkside Lane

Dewsbury Road

Leeds

LS11 5SX Report Date

09 April 2013

225929AI43432

WS06

006

11/3/2013

1.00m

SOIL

2790 1,2-Dichlorobenzene 95501 mg kg-¹ N

2-Methylphenol 95487 mg kg-¹ N

bis(2-Chloroisopropyl)ether 108601 mg kg-¹ N

4-Methylphenol 106445 mg kg-¹ N

N-Nitrosodi-n-propylamine 621647 mg kg-¹ N

Hexachloroethane 67721 mg kg-¹ N

Nitrobenzene 98953 mg kg-¹ N

Isophorone 78591 mg kg-¹ N

2-Nitrophenol 88755 mg kg-¹ N

2,4-Dimethylphenol 105679 mg kg-¹ N

bis(2-Chloroethoxy)methane 111911 mg kg-¹ N

2,4-Dichlorophenol 120832 mg kg-¹ N

1,2,4-Trichlorobenzene 120821 mg kg-¹ N

Naphthalene 91203 mg kg-¹ N

4-Chloroaniline 106478 mg kg-¹ N

Hexachlorobutadiene 87683 mg kg-¹ N

4-Chloro-3-methylphenol 59507 mg kg-¹ N

2-Methylnaphthalene 91576 mg kg-¹ N

Hexachlorocyclopentadiene 77474 mg kg-¹ N

2,4,6-Trichlorophenol 88062 mg kg-¹ N

2,4,5-Trichlorophenol 95954 mg kg-¹ N

2-Chloronaphthalene 91587 mg kg-¹ N

2-Nitroaniline 88744 mg kg-¹ N

Dimethylphthalate 131113 mg kg-¹ N

2,6-Dinitrotoluene 606202 mg kg-¹ N

* Accreditation status

This report should be interpreted in conjuction with the notes on the accompanying cover page.

Column page 3

Report page 11 of 14

LIMS sample ID range AI43401 to AI43446

¹The sample container/fill level was not appropriate for the specified analysis - these results may be compromised. The accreditation for these results remains unaffected.

Page 41: plandocs.tameside.gov.ukplandocs.tameside.gov.uk/anitepublicdocs/00198549.pdf · Description Shear strength parameters c kPa φ ° Apparent c kPa Undisturbed Single stage Remarks

LABORATORY TEST REPORTResults of analysis of 26 samples

received 15 March 2013

TA7097- Silver Spring AcademyFAO

Soil Engineering Geoservices Ltd

Ian Swain

Parkside Lane

Dewsbury Road

Leeds

LS11 5SX Report Date

09 April 2013

225929AI43402 AI43408 AI43410 AI43414 AI43415 AI43417

HHWS01 HHWS02 WS01 WS02 WS03 WS03

002 005 002 005 001 006

11/3/2013 11/3/2013 11/3/2013 12/3/2013 12/3/2013 12/3/2013

0.50m 1.00m 0.50m 1.00m 0.00m 1.00m

SOIL SOIL SOIL SOIL SOIL SOIL

2790 Acenaphthylene 208968 mg kg-¹ N < 0.05 < 0.05 < 0.053-Nitroaniline 99092 mg kg-¹ N < 0.05 < 0.05 < 0.05Acenaphthene 83329 mg kg-¹ N < 0.05 < 0.05 < 0.05Dibenzofuran 132649 mg kg-¹ N < 0.05 < 0.05 < 0.052,4-Dinitrotoluene 121142 mg kg-¹ N < 0.05 < 0.05 < 0.05Diethylphthalate 84662 mg kg-¹ N < 0.05 < 0.05 < 0.05Fluorene 86737 mg kg-¹ N < 0.05 < 0.05 < 0.054-Chlorophenylphenylether 7005723 mg kg-¹ N < 0.05 < 0.05 < 0.054-Nitroaniline 100016 mg kg-¹ N < 0.05 < 0.05 < 0.052-Methyl-4,6-dinitrophenol 534521 mg kg-¹ N < 0.05 < 0.05 < 0.05Azobenzene 103333 mg kg-¹ N < 0.05 < 0.05 < 0.054-Bromophenylphenylether 101553 mg kg-¹ N < 0.05 < 0.05 < 0.05Hexachlorobenzene 118741 mg kg-¹ N < 0.05 < 0.05 < 0.05Pentachlorophenol 87865 mg kg-¹ N < 0.05 < 0.05 < 0.05Phenanthrene 85018 mg kg-¹ N 0.37 0.14 0.28Anthracene 120127 mg kg-¹ N < 0.05 < 0.05 < 0.05Carbazole 86748 mg kg-¹ N < 0.05 < 0.05 < 0.05Di-n-butylphthalate 84742 mg kg-¹ N < 0.05 < 0.05 < 0.05Fluoranthene 206440 mg kg-¹ N 0.35 0.070 0.48Pyrene 129000 mg kg-¹ N 0.38 < 0.05 0.45Butylbenzylphthalate 85687 mg kg-¹ N < 0.05 < 0.05 < 0.05Benzo[a]anthracene 56553 mg kg-¹ N 0.22 < 0.05 0.23Chrysene 218019 mg kg-¹ N 0.20 < 0.05 0.20bis(2-Ethylhexyl)phthalate 117817 mg kg-¹ N < 0.05 < 0.05 < 0.05Di-n-octylphthalate 117840 mg kg-¹ N < 0.05 < 0.05 < 0.05

All tests undertaken between 18/03/2013 and 09/04/2013

* Accreditation status

This report should be interpreted in conjuction with the notes on the accompanying cover page.

Column page 1

Report page 12 of 14

LIMS sample ID range AI43401 to AI43446

¹The sample container/fill level was not appropriate for the specified analysis - these results may be compromised. The accreditation for these results remains unaffected.

Page 42: plandocs.tameside.gov.ukplandocs.tameside.gov.uk/anitepublicdocs/00198549.pdf · Description Shear strength parameters c kPa φ ° Apparent c kPa Undisturbed Single stage Remarks

LABORATORY TEST REPORTResults of analysis of 26 samples

received 15 March 2013

TA7097- Silver Spring AcademyFAO

Soil Engineering Geoservices Ltd

Ian Swain

Parkside Lane

Dewsbury Road

Leeds

LS11 5SX Report Date

09 April 2013

225929AI43418 AI43421 AI43422 AI43423 AI43425 AI43427

WS03 WS04 WS04 WS05 WS05 WS05

011 003 006 001 003 010

12/3/2013 12/3/2013 12/3/2013 12/3/2013 12/3/2013 12/3/2013

2.30m 0.50m 1.00m 0.00m 0.50m 1.50m

SOIL SOIL SOIL SOIL SOIL SOIL

2790 Acenaphthylene 208968 mg kg-¹ N < 0.05 < 0.053-Nitroaniline 99092 mg kg-¹ N < 0.05 < 0.05Acenaphthene 83329 mg kg-¹ N < 0.05 < 0.05Dibenzofuran 132649 mg kg-¹ N < 0.05 < 0.052,4-Dinitrotoluene 121142 mg kg-¹ N < 0.05 < 0.05Diethylphthalate 84662 mg kg-¹ N < 0.05 < 0.05Fluorene 86737 mg kg-¹ N < 0.05 < 0.054-Chlorophenylphenylether 7005723 mg kg-¹ N < 0.05 < 0.054-Nitroaniline 100016 mg kg-¹ N < 0.05 < 0.052-Methyl-4,6-dinitrophenol 534521 mg kg-¹ N < 0.05 < 0.05Azobenzene 103333 mg kg-¹ N < 0.05 < 0.054-Bromophenylphenylether 101553 mg kg-¹ N < 0.05 < 0.05Hexachlorobenzene 118741 mg kg-¹ N < 0.05 < 0.05Pentachlorophenol 87865 mg kg-¹ N < 0.05 < 0.05Phenanthrene 85018 mg kg-¹ N < 0.05 < 0.05Anthracene 120127 mg kg-¹ N < 0.05 < 0.05Carbazole 86748 mg kg-¹ N < 0.05 < 0.05Di-n-butylphthalate 84742 mg kg-¹ N < 0.05 < 0.05Fluoranthene 206440 mg kg-¹ N 0.10 < 0.05Pyrene 129000 mg kg-¹ N 0.13 < 0.05Butylbenzylphthalate 85687 mg kg-¹ N < 0.05 < 0.05Benzo[a]anthracene 56553 mg kg-¹ N < 0.05 < 0.05Chrysene 218019 mg kg-¹ N < 0.05 < 0.05bis(2-Ethylhexyl)phthalate 117817 mg kg-¹ N < 0.05 < 0.05Di-n-octylphthalate 117840 mg kg-¹ N < 0.05 < 0.05

* Accreditation status

This report should be interpreted in conjuction with the notes on the accompanying cover page.

Column page 2

Report page 12 of 14

LIMS sample ID range AI43401 to AI43446

¹The sample container/fill level was not appropriate for the specified analysis - these results may be compromised. The accreditation for these results remains unaffected.

Page 43: plandocs.tameside.gov.ukplandocs.tameside.gov.uk/anitepublicdocs/00198549.pdf · Description Shear strength parameters c kPa φ ° Apparent c kPa Undisturbed Single stage Remarks

LABORATORY TEST REPORTResults of analysis of 26 samples

received 15 March 2013

TA7097- Silver Spring AcademyFAO

Soil Engineering Geoservices Ltd

Ian Swain

Parkside Lane

Dewsbury Road

Leeds

LS11 5SX Report Date

09 April 2013

225929AI43432

WS06

006

11/3/2013

1.00m

SOIL

2790 Acenaphthylene 208968 mg kg-¹ N

3-Nitroaniline 99092 mg kg-¹ N

Acenaphthene 83329 mg kg-¹ N

Dibenzofuran 132649 mg kg-¹ N

2,4-Dinitrotoluene 121142 mg kg-¹ N

Diethylphthalate 84662 mg kg-¹ N

Fluorene 86737 mg kg-¹ N

4-Chlorophenylphenylether 7005723 mg kg-¹ N

4-Nitroaniline 100016 mg kg-¹ N

2-Methyl-4,6-dinitrophenol 534521 mg kg-¹ N

Azobenzene 103333 mg kg-¹ N

4-Bromophenylphenylether 101553 mg kg-¹ N

Hexachlorobenzene 118741 mg kg-¹ N

Pentachlorophenol 87865 mg kg-¹ N

Phenanthrene 85018 mg kg-¹ N

Anthracene 120127 mg kg-¹ N

Carbazole 86748 mg kg-¹ N

Di-n-butylphthalate 84742 mg kg-¹ N

Fluoranthene 206440 mg kg-¹ N

Pyrene 129000 mg kg-¹ N

Butylbenzylphthalate 85687 mg kg-¹ N

Benzo[a]anthracene 56553 mg kg-¹ N

Chrysene 218019 mg kg-¹ N

bis(2-Ethylhexyl)phthalate 117817 mg kg-¹ N

Di-n-octylphthalate 117840 mg kg-¹ N

* Accreditation status

This report should be interpreted in conjuction with the notes on the accompanying cover page.

Column page 3

Report page 12 of 14

LIMS sample ID range AI43401 to AI43446

¹The sample container/fill level was not appropriate for the specified analysis - these results may be compromised. The accreditation for these results remains unaffected.

Page 44: plandocs.tameside.gov.ukplandocs.tameside.gov.uk/anitepublicdocs/00198549.pdf · Description Shear strength parameters c kPa φ ° Apparent c kPa Undisturbed Single stage Remarks

LABORATORY TEST REPORTResults of analysis of 26 samples

received 15 March 2013

TA7097- Silver Spring AcademyFAO

Soil Engineering Geoservices Ltd

Ian Swain

Parkside Lane

Dewsbury Road

Leeds

LS11 5SX Report Date

09 April 2013

225929AI43402 AI43408 AI43410 AI43414 AI43415 AI43417

HHWS01 HHWS02 WS01 WS02 WS03 WS03

002 005 002 005 001 006

11/3/2013 11/3/2013 11/3/2013 12/3/2013 12/3/2013 12/3/2013

0.50m 1.00m 0.50m 1.00m 0.00m 1.00m

SOIL SOIL SOIL SOIL SOIL SOIL

2790 Benzo[b]fluoranthene 205992 mg kg-¹ N 0.39 < 0.05 0.29Benzo[k]fluoranthene 207089 mg kg-¹ N < 0.05 < 0.05 < 0.05Benzo[a]pyrene 50328 mg kg-¹ N 0.22 < 0.05 0.24Indeno[1,2,3-cd]pyrene 193395 mg kg-¹ N 0.076 < 0.05 < 0.05Dibenzo[a,h]anthracene 53703 mg kg-¹ N < 0.05 < 0.05 < 0.05Benzo[g,h,i]perylene 191242 mg kg-¹ N 0.089 < 0.05 0.0882,4-Dinitrophenol 51285 mg kg-¹ N < 0.5 < 0.5 < 0.54-Nitrophenol 100027 mg kg-¹ N < 0.5 < 0.5 < 0.5

2792 Benzyl alcohol mg kg-¹ 4.0Tentatively Identified Compounds mg kg-¹ Not detected Not detected

2800 Naphthalene 91203 mg kg-¹ M 0.38 <0.10 0.39Acenaphthylene 208968 mg kg-¹ N <0.10 <0.10 <0.10Acenaphthene 83329 mg kg-¹ M 0.22 <0.10 <0.10Fluorene 86737 mg kg-¹ M 0.37 <0.10 <0.10Phenanthrene 85018 mg kg-¹ M 4.2 <0.10 1.4Anthracene 120127 mg kg-¹ M 1.1 <0.10 0.17Fluoranthene 206440 mg kg-¹ M 4.1 <0.10 1.7Pyrene 129000 mg kg-¹ M 4.2 <0.10 1.5Benzo[a]anthracene 56553 mg kg-¹ M 2.7 <0.10 0.64Chrysene 218019 mg kg-¹ M 2.5 <0.10 0.64Benzo[b]fluoranthene 205992 mg kg-¹ M 3.5 <0.10 1.4Benzo[k]fluoranthene 207089 mg kg-¹ N 1.3 <0.10 0.21Benzo[a]pyrene 50328 mg kg-¹ M 3.2 <0.10 0.72Dibenzo[a,h]anthracene 53703 mg kg-¹ N 0.3 <0.10 <0.10Indeno[1,2,3-cd]pyrene 193395 mg kg-¹ M 1.6 <0.10 0.16

All tests undertaken between 18/03/2013 and 09/04/2013

* Accreditation status

This report should be interpreted in conjuction with the notes on the accompanying cover page.

Column page 1

Report page 13 of 14

LIMS sample ID range AI43401 to AI43446

¹The sample container/fill level was not appropriate for the specified analysis - these results may be compromised. The accreditation for these results remains unaffected.

Page 45: plandocs.tameside.gov.ukplandocs.tameside.gov.uk/anitepublicdocs/00198549.pdf · Description Shear strength parameters c kPa φ ° Apparent c kPa Undisturbed Single stage Remarks

LABORATORY TEST REPORTResults of analysis of 26 samples

received 15 March 2013

TA7097- Silver Spring AcademyFAO

Soil Engineering Geoservices Ltd

Ian Swain

Parkside Lane

Dewsbury Road

Leeds

LS11 5SX Report Date

09 April 2013

225929AI43418 AI43421 AI43422 AI43423 AI43425 AI43427

WS03 WS04 WS04 WS05 WS05 WS05

011 003 006 001 003 010

12/3/2013 12/3/2013 12/3/2013 12/3/2013 12/3/2013 12/3/2013

2.30m 0.50m 1.00m 0.00m 0.50m 1.50m

SOIL SOIL SOIL SOIL SOIL SOIL

2790 Benzo[b]fluoranthene 205992 mg kg-¹ N < 0.05 < 0.05Benzo[k]fluoranthene 207089 mg kg-¹ N < 0.05 < 0.05Benzo[a]pyrene 50328 mg kg-¹ N < 0.05 < 0.05Indeno[1,2,3-cd]pyrene 193395 mg kg-¹ N < 0.05 < 0.05Dibenzo[a,h]anthracene 53703 mg kg-¹ N < 0.05 < 0.05Benzo[g,h,i]perylene 191242 mg kg-¹ N < 0.05 < 0.052,4-Dinitrophenol 51285 mg kg-¹ N < 0.5 < 0.54-Nitrophenol 100027 mg kg-¹ N < 0.5 < 0.5

2792 Benzyl alcohol mg kg-¹

Tentatively Identified Compounds mg kg-¹ Not detected Not detected2800 Naphthalene 91203 mg kg-¹ M 4.8 <0.10 <0.10 <0.10 <0.10

Acenaphthylene 208968 mg kg-¹ N <0.10 <0.10 <0.10 <0.10 <0.10Acenaphthene 83329 mg kg-¹ M 6.3 <0.10 <0.10 <0.10 <0.10Fluorene 86737 mg kg-¹ M 4.7 <0.10 <0.10 <0.10 <0.10Phenanthrene 85018 mg kg-¹ M 44 <0.10 <0.10 0.22 0.24Anthracene 120127 mg kg-¹ M 9.7 <0.10 <0.10 <0.10 <0.10Fluoranthene 206440 mg kg-¹ M 48 <0.10 <0.10 0.25 0.32Pyrene 129000 mg kg-¹ M 42 <0.10 <0.10 0.22 0.29Benzo[a]anthracene 56553 mg kg-¹ M 19 <0.10 <0.10 0.14 0.13Chrysene 218019 mg kg-¹ M 21 <0.10 <0.10 0.12 <0.10Benzo[b]fluoranthene 205992 mg kg-¹ M 24 <0.10 <0.10 0.24 0.13Benzo[k]fluoranthene 207089 mg kg-¹ N 7.6 <0.10 <0.10 <0.10 <0.10Benzo[a]pyrene 50328 mg kg-¹ M 19 <0.10 <0.10 0.15 <0.10Dibenzo[a,h]anthracene 53703 mg kg-¹ N 2.2 <0.10 <0.10 <0.10 <0.10Indeno[1,2,3-cd]pyrene 193395 mg kg-¹ M 8.6 <0.10 <0.10 <0.10 <0.10

* Accreditation status

This report should be interpreted in conjuction with the notes on the accompanying cover page.

Column page 2

Report page 13 of 14

LIMS sample ID range AI43401 to AI43446

¹The sample container/fill level was not appropriate for the specified analysis - these results may be compromised. The accreditation for these results remains unaffected.

Page 46: plandocs.tameside.gov.ukplandocs.tameside.gov.uk/anitepublicdocs/00198549.pdf · Description Shear strength parameters c kPa φ ° Apparent c kPa Undisturbed Single stage Remarks

LABORATORY TEST REPORTResults of analysis of 26 samples

received 15 March 2013

TA7097- Silver Spring AcademyFAO

Soil Engineering Geoservices Ltd

Ian Swain

Parkside Lane

Dewsbury Road

Leeds

LS11 5SX Report Date

09 April 2013

225929AI43432

WS06

006

11/3/2013

1.00m

SOIL

2790 Benzo[b]fluoranthene 205992 mg kg-¹ N

Benzo[k]fluoranthene 207089 mg kg-¹ N

Benzo[a]pyrene 50328 mg kg-¹ N

Indeno[1,2,3-cd]pyrene 193395 mg kg-¹ N

Dibenzo[a,h]anthracene 53703 mg kg-¹ N

Benzo[g,h,i]perylene 191242 mg kg-¹ N

2,4-Dinitrophenol 51285 mg kg-¹ N

4-Nitrophenol 100027 mg kg-¹ N

2792 Benzyl alcohol mg kg-¹

Tentatively Identified Compounds mg kg-¹

2800 Naphthalene 91203 mg kg-¹ M 0.54Acenaphthylene 208968 mg kg-¹ N <0.10Acenaphthene 83329 mg kg-¹ M 0.93Fluorene 86737 mg kg-¹ M 0.72Phenanthrene 85018 mg kg-¹ M 5.8Anthracene 120127 mg kg-¹ M 1.6Fluoranthene 206440 mg kg-¹ M 7Pyrene 129000 mg kg-¹ M 6.7Benzo[a]anthracene 56553 mg kg-¹ M 3.3Chrysene 218019 mg kg-¹ M 3.1Benzo[b]fluoranthene 205992 mg kg-¹ M 4.2Benzo[k]fluoranthene 207089 mg kg-¹ N 1.4Benzo[a]pyrene 50328 mg kg-¹ M 3.3Dibenzo[a,h]anthracene 53703 mg kg-¹ N 0.27Indeno[1,2,3-cd]pyrene 193395 mg kg-¹ M 1.5

* Accreditation status

This report should be interpreted in conjuction with the notes on the accompanying cover page.

Column page 3

Report page 13 of 14

LIMS sample ID range AI43401 to AI43446

¹The sample container/fill level was not appropriate for the specified analysis - these results may be compromised. The accreditation for these results remains unaffected.

Page 47: plandocs.tameside.gov.ukplandocs.tameside.gov.uk/anitepublicdocs/00198549.pdf · Description Shear strength parameters c kPa φ ° Apparent c kPa Undisturbed Single stage Remarks

LABORATORY TEST REPORTResults of analysis of 26 samples

received 15 March 2013

TA7097- Silver Spring AcademyFAO

Soil Engineering Geoservices Ltd

Ian Swain

Parkside Lane

Dewsbury Road

Leeds

LS11 5SX Report Date

09 April 2013

225929AI43402 AI43408 AI43410 AI43414 AI43415 AI43417

HHWS01 HHWS02 WS01 WS02 WS03 WS03

002 005 002 005 001 006

11/3/2013 11/3/2013 11/3/2013 12/3/2013 12/3/2013 12/3/2013

0.50m 1.00m 0.50m 1.00m 0.00m 1.00m

SOIL SOIL SOIL SOIL SOIL SOIL

2800 Benzo[g,h,i]perylene 191242 mg kg-¹ M 1.7 <0.10 0.35Total (of 16) PAHs mg kg-¹ N 31 <2.0 9.3

2920 Phenols (total) mg kg-¹ N <0.3 <0.3 <0.3 <0.3 <0.3 <0.3

All tests undertaken between 18/03/2013 and 09/04/2013

* Accreditation status

This report should be interpreted in conjuction with the notes on the accompanying cover page.

Column page 1

Report page 14 of 14

LIMS sample ID range AI43401 to AI43446

¹The sample container/fill level was not appropriate for the specified analysis - these results may be compromised. The accreditation for these results remains unaffected.

Page 48: plandocs.tameside.gov.ukplandocs.tameside.gov.uk/anitepublicdocs/00198549.pdf · Description Shear strength parameters c kPa φ ° Apparent c kPa Undisturbed Single stage Remarks

LABORATORY TEST REPORTResults of analysis of 26 samples

received 15 March 2013

TA7097- Silver Spring AcademyFAO

Soil Engineering Geoservices Ltd

Ian Swain

Parkside Lane

Dewsbury Road

Leeds

LS11 5SX Report Date

09 April 2013

225929AI43418 AI43421 AI43422 AI43423 AI43425 AI43427

WS03 WS04 WS04 WS05 WS05 WS05

011 003 006 001 003 010

12/3/2013 12/3/2013 12/3/2013 12/3/2013 12/3/2013 12/3/2013

2.30m 0.50m 1.00m 0.00m 0.50m 1.50m

SOIL SOIL SOIL SOIL SOIL SOIL

2800 Benzo[g,h,i]perylene 191242 mg kg-¹ M 9.6 <0.10 <0.10 <0.10 <0.10Total (of 16) PAHs mg kg-¹ N 270 <2.0 <2.0 <2.0 <2.0

2920 Phenols (total) mg kg-¹ N <0.3 <0.3 <0.3 <0.3 <0.3 <0.3

* Accreditation status

This report should be interpreted in conjuction with the notes on the accompanying cover page.

Column page 2

Report page 14 of 14

LIMS sample ID range AI43401 to AI43446

¹The sample container/fill level was not appropriate for the specified analysis - these results may be compromised. The accreditation for these results remains unaffected.

Page 49: plandocs.tameside.gov.ukplandocs.tameside.gov.uk/anitepublicdocs/00198549.pdf · Description Shear strength parameters c kPa φ ° Apparent c kPa Undisturbed Single stage Remarks

LABORATORY TEST REPORTResults of analysis of 26 samples

received 15 March 2013

TA7097- Silver Spring AcademyFAO

Soil Engineering Geoservices Ltd

Ian Swain

Parkside Lane

Dewsbury Road

Leeds

LS11 5SX Report Date

09 April 2013

225929AI43432

WS06

006

11/3/2013

1.00m

SOIL

2800 Benzo[g,h,i]perylene 191242 mg kg-¹ M 1.7Total (of 16) PAHs mg kg-¹ N 42

2920 Phenols (total) mg kg-¹ N <0.3

* Accreditation status

This report should be interpreted in conjuction with the notes on the accompanying cover page.

Column page 3

Report page 14 of 14

LIMS sample ID range AI43401 to AI43446

¹The sample container/fill level was not appropriate for the specified analysis - these results may be compromised. The accreditation for these results remains unaffected.

Page 50: plandocs.tameside.gov.ukplandocs.tameside.gov.uk/anitepublicdocs/00198549.pdf · Description Shear strength parameters c kPa φ ° Apparent c kPa Undisturbed Single stage Remarks

FAO Ian Swain

10 April 2013

Parkside Lane

Dewsbury Road

Soil Engineering Geoservices Ltd

Leeds

LS11 5SX

Depot Road

Newmarket

CB8 0AL

Tel: 01638 606070

Dear Ian Swain

Test Report Number 225929

Your Project Reference TA7097- Silver Spring Academy

Please find enclosed the results of analysis for the samples received 15 March 2013.

If you require any further assistance, please do not hesitate to contact the Customer Services

team.

Yours sincerely

Darrell Hall, Director

2183

Notes to accompany report:

• The in-house procedure is employed to identify materials and fibres in soils

• The sample is examined by stereo-binocular and polarised light microscopy

• Sample size is reduced by coning and quartering to obtain a representative sub-sample if necessary

• The bulk identification is in accordance with the requirements of the analyst guide (HSG 248)

• Samples associated with asbestos are retained for six months

• The results relate only to the items tested as supplied by the client

• Comments or interpretations are beyond the scope of UKAS accreditation

Newmarket • Coventry • Dublin

Registered in England & Wales - Registration Number 6511736 - Registered Office: 11 Depot Road Newmarket Suffolk CB8 0AL

Test Report Cover Sheet225929

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LABORATORY TEST REPORT

Report Date

09 April 2013

Results of analysis of 11 samples

received 15 March 2013

TA7097- Silver Spring AcademyFAO Ian Swain

Parkside Lane

Dewsbury Road

Leeds

LS11 5SX

Soil Engineering Geoservices Ltd

Asbestos in Soils

Login Batch No:

Chemtest ID Sample ID Sample Desc

SOP 2190

ACM Type Asbestos Identification

AI43402 HHWS01 002 0.50 - No Asbestos DetectedAI43408 HHWS02 005 1.00 - No Asbestos DetectedAI43410 WS01 002 0.50 - No Asbestos DetectedAI43414 WS02 005 1.00 - No Asbestos DetectedAI43417 WS03 006 1.00 - No Asbestos DetectedAI43418 WS03 011 2.30 - No Asbestos DetectedAI43421 WS04 003 0.50 - No Asbestos DetectedAI43422 WS04 006 1.00 - No Asbestos DetectedAI43425 WS05 003 0.50 - No Asbestos DetectedAI43427 WS05 010 1.50 - No Asbestos DetectedAI43432 WS06 006 1.00 - No Asbestos Detected

Depth (m)

225929

Qualitative Results

The detection limit for this method is 0.001%

Steve McGrath

Asbestos Analyst

Signed

All tests undertaken between 25-Mar-2013 and 25-Mar-2013 Report page 1 of 1

LIMS sample ID range AI43402 to AI43432

Page 52: plandocs.tameside.gov.ukplandocs.tameside.gov.uk/anitepublicdocs/00198549.pdf · Description Shear strength parameters c kPa φ ° Apparent c kPa Undisturbed Single stage Remarks

FAO Ian Swain

11 April 2013

Parkside Lane

Dewsbury Road

Soil Engineering Geoservices Ltd

Leeds

LS11 5SX

Depot Road

Newmarket

CB8 0AL

Tel: 01638 606070

Dear Ian Swain

Test Report Number 226067

Your Project Reference TA7097 - Silver Spring Academy

Please find enclosed the results of analysis for the samples received 18 March 2013.

All soil samples will be retained for a period of one month and all water samples will be retained for

7 days following the date of the test report. Should you require an extended retention period then

please detail your requirements in an email to [email protected]. Please be

aware that charges may be applicable for extended sample storage.

If you require any further assistance, please do not hesitate to contact the Customer Services

team.

Yours sincerely

Keith Jones, Technical Manager

Notes to accompany report:

• The sign < means 'less than'

• Tests marked 'U' hold UKAS accreditation

• Tests marked 'M' hold MCertS (and UKAS) accreditation

• Tests marked 'N' do not currently hold UKAS accreditation

• Tests marked 'S' were subcontracted to an approved laboratory

• n/e means 'not evaluated'

• i/s means 'insufficient sample'

• u/s means 'unsuitable sample'

• Comments or interpretations are beyond the scope of UKAS accreditation

• The results relate only to the items tested

• All results are expressed on a dry weight basis

• The following tests were analysed on samples as received and the results subsequently

corrected to a dry weight basis TPH, BTEX, VOCs, SVOCs, PCBs, phenols

• For all other tests the samples were dried at < 37°C prior to analysis

• Uncertainties of measurement for the determinands tested are available upon request

• None of the test results included in this report have been recovery corrected

2183

Newmarket • Coventry • Dublin

Registered in England & Wales - Registration Number 6511736 - Registered Office: 11 Depot Road Newmarket Suffolk CB8 0AL

Test Report Cover Sheet226067

Page 53: plandocs.tameside.gov.ukplandocs.tameside.gov.uk/anitepublicdocs/00198549.pdf · Description Shear strength parameters c kPa φ ° Apparent c kPa Undisturbed Single stage Remarks

LABORATORY TEST REPORTResults of analysis of 5 samples

received 18 March 2013

TA7097 - Silver Spring AcademyFAO

Soil Engineering Geoservices Ltd

Ian Swain

Parkside Lane

Dewsbury Road

Leeds

LS11 5SX Report Date

27 March 2013

226067AI44267 AI44268 AI44270 AI44271 AI45062

BH01 BH01 BH01 BH01 BH01

003 010 018 025 033

12/3/2013 12/3/2013 12/3/2013 12/3/2013 12/3/2013

0.50m 2.00m 4.00m 6.00m 8.00m

LEACHATE LEACHATE LEACHATE LEACHATE LEACHATE

1010 pH PH U 8.2 7.5 7.8 7.4 8.11180 Sulfur 7704349 mg l-¹ N 4.3 13 17 191220 Chloride 16887006 mg l-¹ U <1.0 1.1 1.8 2.5

Ammoniacal Nitrogen AMM_NITROG mg l-¹ U < 0.01 < 0.01 < 0.01 < 0.011300 Cyanide (total) 57125 mg l-¹ U < 0.05 < 0.05 < 0.05 < 0.05

Cyanide (free) 57125 mg l-¹ U < 0.05 < 0.05 < 0.05 < 0.05Thiocyanate 302045 mg l-¹ U < 0.5 < 0.5 < 0.5 < 0.5

1325 Sulfide 18496258 mg l-¹ U <0.050 <0.050 <0.050 <0.0501470 Iron (dissolved) 7439896 µg l-¹ N 160 20 50 2501415 Calcium 7440702 mg l-¹ U 8.7 11 31 25

Magnesium 7439954 mg l-¹ U 4.3 3.1 1.5 4.61220 Sulfate 14808798 mg l-¹ U 13 39 51 56 371450 Arsenic 7440382 µg l-¹ U <1.0 1.1 5.1 1.7 <1.0

Boron 7440428 µg l-¹ U <20 26 68 40Barium 7440393 µg l-¹ U 160 45 36 41Beryllium 7440417 µg l-¹ U <1.0 <1.0 <1.0 <1.0Cadmium 7440439 µg l-¹ U <0.080 <0.080 <0.080 <0.080 <0.080Chromium 7440473 µg l-¹ U <1.0 <1.0 <1.0 <1.0 <1.0Copper 7440508 µg l-¹ U <1.0 1.1 1.2 2.0 <1.0Mercury 7439976 µg l-¹ U <0.50 <0.50 <0.50 <0.50 <0.50Manganese 7439965 µg l-¹ U 11 48 1.5 34Nickel 7440020 µg l-¹ U <1.0 <1.0 <1.0 <1.0 <1.0Lead 7439921 µg l-¹ U <1.0 <1.0 <1.0 <1.0 <1.0Selenium 7782492 µg l-¹ U 1.2 <1.0 2.4 1.4 1.6

*UnitsiCAS NoiDeterminandiSOPi

Matrix

Depth

Sample No

Sample ID

Chemtest LIMS ID

Login Batch No

Sampling Date

All tests undertaken between 19/03/2013 and 26/03/2013

* Accreditation status

This report should be interpreted in conjuction with the notes on the accompanying cover page.

Column page 1

Report page 1 of 14

LIMS sample ID range AI44250 to AI45062

Page 54: plandocs.tameside.gov.ukplandocs.tameside.gov.uk/anitepublicdocs/00198549.pdf · Description Shear strength parameters c kPa φ ° Apparent c kPa Undisturbed Single stage Remarks

LABORATORY TEST REPORTResults of analysis of 5 samples

received 18 March 2013

TA7097 - Silver Spring AcademyFAO

Soil Engineering Geoservices Ltd

Ian Swain

Parkside Lane

Dewsbury Road

Leeds

LS11 5SX Report Date

27 March 2013

226067AI44267 AI44268 AI44270 AI44271 AI45062

BH01 BH01 BH01 BH01 BH01

003 010 018 025 033

12/3/2013 12/3/2013 12/3/2013 12/3/2013 12/3/2013

0.50m 2.00m 4.00m 6.00m 8.00m

LEACHATE LEACHATE LEACHATE LEACHATE LEACHATE

1450 Vanadium 7440622 µg l-¹ U <1.0 <1.0 <1.0 <1.0Zinc 7440666 µg l-¹ U <1.0 <1.0 1.5 5.4 <1.0

1700 Naphthalene 91203 µg l-¹ N <0.01 <0.01 <0.01 <0.01 <0.01Acenaphthylene 208968 µg l-¹ N <0.01 <0.01 <0.01 <0.01 <0.01Acenaphthene 83329 µg l-¹ N <0.01 <0.01 <0.01 <0.01 <0.01Fluorene 86737 µg l-¹ N <0.01 <0.01 <0.01 <0.01 <0.01Phenanthrene 85018 µg l-¹ N 1.5 3.1 <0.01 <0.01 <0.01Anthracene 120127 µg l-¹ N 0.9 1.4 <0.01 <0.01 <0.01Fluoranthene 206440 µg l-¹ N 1.4 3 <0.01 <0.01 <0.01Pyrene 129000 µg l-¹ N 1.3 2 <0.01 <0.01 <0.01Benzo[a]anthracene 56553 µg l-¹ N <0.01 0.8 <0.01 <0.01 <0.01Chrysene 218019 µg l-¹ N <0.01 0.8 <0.01 <0.01 <0.01Benzo[b]fluoranthene 205992 µg l-¹ N <0.01 <0.01 <0.01 <0.01 <0.01Benzo[k]fluoranthene 207089 µg l-¹ N <0.01 <0.01 <0.01 <0.01 <0.01Benzo[a]pyrene 50328 µg l-¹ N <0.01 <0.01 <0.01 <0.01 <0.01Dibenzo[a,h]anthracene 53703 µg l-¹ N <0.01 <0.01 <0.01 <0.01 <0.01Indeno[1,2,3-cd]pyrene 193395 µg l-¹ N <0.01 <0.01 <0.01 <0.01 <0.01Benzo[g,h,i]perylene 191242 µg l-¹ N <0.01 <0.01 <0.01 <0.01 <0.01Total (of 16) PAHs µg l-¹ N 5.1 11 <0.2 <0.2 <0.2

1760 Benzene 71432 µg l-¹ U <1.0 <1.0 <1.0 <1.0Toluene 108883 µg l-¹ U <1.0 <1.0 <1.0 <1.0Ethylbenzene 100414 µg l-¹ U <1.0 <1.0 <1.0 <1.0m- & p-Xylene 1330207 µg l-¹ U <1.0 <1.0 <1.0 <1.0o-Xylene 95476 µg l-¹ U <1.0 <1.0 <1.0 <1.0

1790 Acenaphthene µg l-¹ N <0.050

All tests undertaken between 19/03/2013 and 26/03/2013

* Accreditation status

This report should be interpreted in conjuction with the notes on the accompanying cover page.

Column page 1

Report page 2 of 14

LIMS sample ID range AI44250 to AI45062

Page 55: plandocs.tameside.gov.ukplandocs.tameside.gov.uk/anitepublicdocs/00198549.pdf · Description Shear strength parameters c kPa φ ° Apparent c kPa Undisturbed Single stage Remarks

LABORATORY TEST REPORTResults of analysis of 5 samples

received 18 March 2013

TA7097 - Silver Spring AcademyFAO

Soil Engineering Geoservices Ltd

Ian Swain

Parkside Lane

Dewsbury Road

Leeds

LS11 5SX Report Date

27 March 2013

226067AI44267 AI44268 AI44270 AI44271 AI45062

BH01 BH01 BH01 BH01 BH01

003 010 018 025 033

12/3/2013 12/3/2013 12/3/2013 12/3/2013 12/3/2013

0.50m 2.00m 4.00m 6.00m 8.00m

LEACHATE LEACHATE LEACHATE LEACHATE LEACHATE

1790 Acenaphthylene µg l-¹ N <0.050Anthracene µg l-¹ N <0.050Azobenzene µg l-¹ N <0.050Benzo[a]anthracene µg l-¹ N <0.050Benzo[a]pyrene µg l-¹ N <0.050Benzo[b]fluoranthene µg l-¹ N <0.050Benzo[g,h,i]perylene µg l-¹ N <0.050Benzo[k]fluoranthene µg l-¹ N <0.050bis(2-Chloroethoxy)methane µg l-¹ N <0.050bis(2-Chloroethyl)ether µg l-¹ N <0.050bis(2-Chloroisopropyl)ether µg l-¹ N <0.050bis(2-Ethylhexyl)phthalate µg l-¹ N <0.050Butylbenzylphthalate µg l-¹ N <0.050Carbazole µg l-¹ N <0.050Chrysene µg l-¹ N <0.050Di-n-butylphthalate µg l-¹ N <0.050Di-n-octylphthalate µg l-¹ N <0.050Dibenzo[a,h]anthracene µg l-¹ N <0.050Dibenzofuran µg l-¹ N <0.050Diethylphthalate µg l-¹ N <0.050Dimethylphthalate µg l-¹ N <0.050Fluoranthene µg l-¹ N <0.050Fluorene µg l-¹ N <0.050Hexachlorobenzene µg l-¹ N <0.050Hexachlorobutadiene µg l-¹ N <0.050

All tests undertaken between 19/03/2013 and 26/03/2013

* Accreditation status

This report should be interpreted in conjuction with the notes on the accompanying cover page.

Column page 1

Report page 3 of 14

LIMS sample ID range AI44250 to AI45062

Page 56: plandocs.tameside.gov.ukplandocs.tameside.gov.uk/anitepublicdocs/00198549.pdf · Description Shear strength parameters c kPa φ ° Apparent c kPa Undisturbed Single stage Remarks

LABORATORY TEST REPORTResults of analysis of 5 samples

received 18 March 2013

TA7097 - Silver Spring AcademyFAO

Soil Engineering Geoservices Ltd

Ian Swain

Parkside Lane

Dewsbury Road

Leeds

LS11 5SX Report Date

27 March 2013

226067AI44267 AI44268 AI44270 AI44271 AI45062

BH01 BH01 BH01 BH01 BH01

003 010 018 025 033

12/3/2013 12/3/2013 12/3/2013 12/3/2013 12/3/2013

0.50m 2.00m 4.00m 6.00m 8.00m

LEACHATE LEACHATE LEACHATE LEACHATE LEACHATE

1790 Hexachlorocyclopentadiene µg l-¹ N <0.050Hexachloroethane µg l-¹ N <0.050Indeno[1,2,3-cd]pyrene µg l-¹ N <0.050Isophorone µg l-¹ N <0.050N-Nitrosodi-n-propylamine µg l-¹ N <0.050Naphthalene µg l-¹ N <0.050Nitrobenzene µg l-¹ N <0.050Pentachlorophenol µg l-¹ N <0.050Phenanthrene µg l-¹ N <0.050Phenol µg l-¹ N <0.050Pyrene µg l-¹ N <0.0501,2-Dichlorobenzene µg l-¹ N <0.0501,2,4-Trichlorobenzene µg l-¹ N <0.0501,3-Dichlorobenzene µg l-¹ N <0.0501,4-Dichlorobenzene µg l-¹ N <0.0502-Chloronaphthalene µg l-¹ N <0.0502-Chlorophenol µg l-¹ N <0.0502-Methyl-4,6-dinitrophenol µg l-¹ N <0.0502-Methylnaphthalene µg l-¹ N <0.0502-Methylphenol µg l-¹ N <0.0502-Nitroaniline µg l-¹ N <0.0502-Nitrophenol µg l-¹ N <0.0502,4-Dichlorophenol µg l-¹ N <0.0502,4-Dimethylphenol µg l-¹ N <0.0502,4-Dinitrotoluene µg l-¹ N <0.050

All tests undertaken between 19/03/2013 and 26/03/2013

* Accreditation status

This report should be interpreted in conjuction with the notes on the accompanying cover page.

Column page 1

Report page 4 of 14

LIMS sample ID range AI44250 to AI45062

Page 57: plandocs.tameside.gov.ukplandocs.tameside.gov.uk/anitepublicdocs/00198549.pdf · Description Shear strength parameters c kPa φ ° Apparent c kPa Undisturbed Single stage Remarks

LABORATORY TEST REPORTResults of analysis of 5 samples

received 18 March 2013

TA7097 - Silver Spring AcademyFAO

Soil Engineering Geoservices Ltd

Ian Swain

Parkside Lane

Dewsbury Road

Leeds

LS11 5SX Report Date

27 March 2013

226067AI44267 AI44268 AI44270 AI44271 AI45062

BH01 BH01 BH01 BH01 BH01

003 010 018 025 033

12/3/2013 12/3/2013 12/3/2013 12/3/2013 12/3/2013

0.50m 2.00m 4.00m 6.00m 8.00m

LEACHATE LEACHATE LEACHATE LEACHATE LEACHATE

1790 2,4,5-Trichlorophenol µg l-¹ N <0.0502,4,6-Trichlorophenol µg l-¹ N <0.0502,6-Dinitrotoluene µg l-¹ N <0.0503-Nitroaniline µg l-¹ N <0.0504-Bromophenylphenylether µg l-¹ N <0.0504-Chloro-3-methylphenol µg l-¹ N <0.0504-Chloroaniline µg l-¹ N <0.0504-Chlorophenylphenylether µg l-¹ N <0.0504-Methylphenol µg l-¹ N <0.0504-Nitroaniline µg l-¹ N <0.050

1792 Tentatively Identified Compounds ug l-¹ Not detected1900 2-sec-Butyl-4,6-dinitrophenol 88857 mg l-¹ N <0.0002 <0.0002 <0.0002 <0.0002

4-Chloro-3-methylphenol 59507 mg l-¹ N <0.0002 <0.0002 <0.0002 <0.00022-Chlorophenol 95578 mg l-¹ N <0.0002 <0.0002 <0.0002 <0.00022,4-Dichlorophenol 120832 mg l-¹ N <0.0002 <0.0002 <0.0002 <0.00022,6-Dichlorophenol 87650 mg l-¹ N <0.0002 <0.0002 <0.0002 <0.00022,4-Dimethylphenol 105679 mg l-¹ N <0.0002 <0.0002 <0.0002 <0.00022,4-Dinitrophenol 51285 mg l-¹ N <0.0002 <0.0002 <0.0002 <0.00022-Methyl-4,6-dinitrophenol 534521 mg l-¹ N <0.0002 <0.0002 <0.0002 <0.00022-Methylphenol 95487 mg l-¹ N <0.0002 <0.0002 <0.0002 <0.00023-Methylphenol 108394 mg l-¹ N <0.0002 <0.0002 <0.0002 <0.00024-Methylphenol 106445 mg l-¹ N <0.0002 <0.0002 <0.0002 <0.00022-Nitrophenol 88755 mg l-¹ N <0.0002 <0.0002 <0.0002 <0.00024-Nitrophenol 100027 mg l-¹ N <0.0002 <0.0002 <0.0002 <0.0002Pentachlorophenol 87865 mg l-¹ N <0.0002 <0.0002 <0.0002 <0.0002

All tests undertaken between 19/03/2013 and 26/03/2013

* Accreditation status

This report should be interpreted in conjuction with the notes on the accompanying cover page.

Column page 1

Report page 5 of 14

LIMS sample ID range AI44250 to AI45062

Page 58: plandocs.tameside.gov.ukplandocs.tameside.gov.uk/anitepublicdocs/00198549.pdf · Description Shear strength parameters c kPa φ ° Apparent c kPa Undisturbed Single stage Remarks

LABORATORY TEST REPORTResults of analysis of 5 samples

received 18 March 2013

TA7097 - Silver Spring AcademyFAO

Soil Engineering Geoservices Ltd

Ian Swain

Parkside Lane

Dewsbury Road

Leeds

LS11 5SX Report Date

27 March 2013

226067AI44267 AI44268 AI44270 AI44271 AI45062

BH01 BH01 BH01 BH01 BH01

003 010 018 025 033

12/3/2013 12/3/2013 12/3/2013 12/3/2013 12/3/2013

0.50m 2.00m 4.00m 6.00m 8.00m

LEACHATE LEACHATE LEACHATE LEACHATE LEACHATE

1900 Phenol 108952 mg l-¹ N <0.0002 <0.0002 <0.0002 <0.00022,3,4,5-Tetrachlorophenol 4901513 mg l-¹ N <0.0002 <0.0002 <0.0002 <0.00022,3,4,6-Tetrachlorophenol 58902 mg l-¹ N <0.0002 <0.0002 <0.0002 <0.00022,3,5,6-Tetrachlorophenol 935955 mg l-¹ N <0.0002 <0.0002 <0.0002 <0.00022,3,4-Trichlorophenol 15950660 mg l-¹ N <0.0002 <0.0002 <0.0002 <0.00022,3,5-Trichlorophenol 933788 mg l-¹ N <0.0002 <0.0002 <0.0002 <0.00022,3,6-Trichlorophenol 933755 mg l-¹ N <0.0002 <0.0002 <0.0002 <0.00022,4,5-Trichlorophenol 95954 mg l-¹ N <0.0002 <0.0002 <0.0002 <0.00022,4,6-Trichlorophenol 88062 mg l-¹ N <0.0002 <0.0002 <0.0002 <0.00023,4,5-Trichlorophenol 609198 mg l-¹ N <0.0002 <0.0002 <0.0002 <0.0002

All tests undertaken between 19/03/2013 and 26/03/2013

* Accreditation status

This report should be interpreted in conjuction with the notes on the accompanying cover page.

Column page 1

Report page 6 of 14

LIMS sample ID range AI44250 to AI45062

Page 59: plandocs.tameside.gov.ukplandocs.tameside.gov.uk/anitepublicdocs/00198549.pdf · Description Shear strength parameters c kPa φ ° Apparent c kPa Undisturbed Single stage Remarks

LABORATORY TEST REPORTResults of analysis of 10 samples

received 18 March 2013

TA7097 - Silver Spring AcademyFAO

Soil Engineering Geoservices Ltd

Ian Swain

Parkside Lane

Dewsbury Road

Leeds

LS11 5SX Report Date

27 March 2013

226067AI44253 AI44257 AI44259 AI44262 AI44265

BH01 BH01 BH01 BH01 BH01

003 010 018 025 033

12/3/2013 12/3/2013 12/3/2013 12/3/2013 12/3/2013

0.50m 2.00m 4.00m 6.00m 8.00m

SOIL SOIL SOIL SOIL SOIL

2010 pH M 7.4 5.5 7.2 5.8 8.82175 Sulfur (total TRL report 447) % M 0.09 0.20 0.66 0.21 0.062300 Cyanide (free) 57125 mg kg-¹ M < 0.5 < 0.5 < 0.5 < 0.5

Cyanide (total) 57125 mg kg-¹ M < 0.5 < 0.5 < 0.5 < 0.5Thiocyanate 302045 mg kg-¹ M < 5.0 < 5.0 < 5.0 < 5.0

2625 Fraction of Organic Carbon M 0.13 0.0112120 Boron (hot water soluble) 7440428 mg kg-¹ M <0.4 1.1 2.1 1.3 <0.4

Sulfate (2:1 water soluble) as SO4 14808798 g l-¹ M 0.04 0.19 0.36 0.26 0.022430 Iron 7439896 mg kg-¹ N 20000 24000 26000 26000 <1002450 Arsenic 7440382 mg kg-¹ M 2.7 120 59 270 90

Barium 7440393 mg kg-¹ M 650 390 410 360 480Beryllium 7440417 mg kg-¹ M 1.3 3.3 2.5 4.8 3.2Cadmium 7440439 mg kg-¹ M 0.27 0.13 <0.10 0.31 0.20Chromium 7440473 mg kg-¹ M 33 26 20 39 27Copper 7440508 mg kg-¹ M 17 230 170 360 180Mercury 7439976 mg kg-¹ M <0.10 3.0 3.0 3.1 5.1Nickel 7440020 mg kg-¹ M 41 45 35 67 50Lead 7439921 mg kg-¹ M 120 380 340 470 410Selenium 7782492 mg kg-¹ M <0.20 0.27 <0.20 1.6 0.21Vanadium 7440622 mg kg-¹ M 32 68 51 100 70Zinc 7440666 mg kg-¹ M 49 110 78 170 120

2670 Total Petroleum Hydrocarbons mg kg-¹ M < 102675 TPH aliphatic >C5-C6 mg kg-¹ N < 0.1 < 0.1 < 0.1 < 0.1

TPH aliphatic >C6-C8 mg kg-¹ N < 0.1 < 0.1 < 0.1 < 0.1

*UnitsiCAS NoiDeterminandiSOPi

Matrix

Depth

Sample No

Sample ID

Chemtest LIMS ID

Login Batch No

Sampling Date

All tests undertaken between 19/03/2013 and 26/03/2013

* Accreditation status

This report should be interpreted in conjuction with the notes on the accompanying cover page.

Column page 1

Report page 7 of 14

LIMS sample ID range AI44250 to AI45062

Page 60: plandocs.tameside.gov.ukplandocs.tameside.gov.uk/anitepublicdocs/00198549.pdf · Description Shear strength parameters c kPa φ ° Apparent c kPa Undisturbed Single stage Remarks

LABORATORY TEST REPORTResults of analysis of 10 samples

received 18 March 2013

TA7097 - Silver Spring AcademyFAO

Soil Engineering Geoservices Ltd

Ian Swain

Parkside Lane

Dewsbury Road

Leeds

LS11 5SX Report Date

27 March 2013

226067AI44253 AI44257 AI44259 AI44262 AI44265

BH01 BH01 BH01 BH01 BH01

003 010 018 025 033

12/3/2013 12/3/2013 12/3/2013 12/3/2013 12/3/2013

0.50m 2.00m 4.00m 6.00m 8.00m

SOIL SOIL SOIL SOIL SOIL

2675 TPH aliphatic >C8-C10 mg kg-¹ N < 0.1 < 0.1 < 0.1 < 0.1TPH aliphatic >C10-C12 mg kg-¹ M < 1 < 1 < 1 < 1TPH aliphatic >C12-C16 mg kg-¹ M < 1 < 1 < 1 < 1TPH aliphatic >C16-C21 mg kg-¹ M < 1 < 1 < 1 < 1TPH aliphatic >C21-C35 mg kg-¹ M < 1 < 1 < 1 < 1TPH aliphatic >C35-C44 mg kg-¹ N < 1 < 1 < 1 < 1TPH aromatic >C5-C7 mg kg-¹ N < 0.1 < 0.1 < 0.1 < 0.1TPH aromatic >C7-C8 mg kg-¹ N < 0.1 < 0.1 < 0.1 < 0.1TPH aromatic >C8-C10 mg kg-¹ N < 0.1 < 0.1 < 0.1 < 0.1TPH aromatic >C10-C12 mg kg-¹ M < 1 < 1 < 1 < 1TPH aromatic >C12-C16 mg kg-¹ M 3.4 < 1 < 1 < 1TPH aromatic >C16-C21 mg kg-¹ M 24 2.8 < 1 < 1TPH aromatic >C21-C35 mg kg-¹ M 33 9.0 < 1 < 1TPH aromatic >C35-C44 mg kg-¹ N 2.8 < 1 < 1 < 1Total Petroleum Hydrocarbons mg kg-¹ N 63 13 < 10 < 10

2701 PAH (total EPA 16) mg kg-¹ M <2.02760 Methyl tert-butylether 1634044 µg kg-¹ N < 1.0 < 1.0 < 1.0 < 1.0

Dichlorodifluoromethane 75718 µg kg-¹ U < 1.0 < 1.0 < 1.0 < 1.0Chloromethane 74873 µg kg-¹ M < 1.0 < 1.0 < 1.0 < 1.0Vinyl chloride 75014 µg kg-¹ M < 1.0 < 1.0 < 1.0 < 1.0Bromomethane 74839 µg kg-¹ U < 20 < 20 < 20 < 20Chloroethane 75003 µg kg-¹ U < 2.0 < 2.0 < 2.0 < 2.0Trichlorofluoromethane 75694 µg kg-¹ U < 1.0 < 1.0 < 1.0 < 1.01,1-Dichloroethene 75354 µg kg-¹ U < 1.0 < 1.0 < 1.0 < 1.0Dichloromethane 75092 µg kg-¹ N ne ne ne ne

All tests undertaken between 19/03/2013 and 26/03/2013

* Accreditation status

This report should be interpreted in conjuction with the notes on the accompanying cover page.

Column page 1

Report page 8 of 14

LIMS sample ID range AI44250 to AI45062

Page 61: plandocs.tameside.gov.ukplandocs.tameside.gov.uk/anitepublicdocs/00198549.pdf · Description Shear strength parameters c kPa φ ° Apparent c kPa Undisturbed Single stage Remarks

LABORATORY TEST REPORTResults of analysis of 10 samples

received 18 March 2013

TA7097 - Silver Spring AcademyFAO

Soil Engineering Geoservices Ltd

Ian Swain

Parkside Lane

Dewsbury Road

Leeds

LS11 5SX Report Date

27 March 2013

226067AI44253 AI44257 AI44259 AI44262 AI44265

BH01 BH01 BH01 BH01 BH01

003 010 018 025 033

12/3/2013 12/3/2013 12/3/2013 12/3/2013 12/3/2013

0.50m 2.00m 4.00m 6.00m 8.00m

SOIL SOIL SOIL SOIL SOIL

2760 trans-1,2-Dichloroethene 156605 µg kg-¹ U < 1.0 < 1.0 < 1.0 < 1.01,1-Dichloroethane 75343 µg kg-¹ M < 1.0 < 1.0 < 1.0 < 1.0cis-1,2-Dichloroethene 156592 µg kg-¹ M < 1.0 < 1.0 < 1.0 < 1.0Bromochloromethane 74975 µg kg-¹ U < 1.0 < 1.0 < 1.0 < 1.0Trichloromethane 67663 µg kg-¹ M < 1.0 < 1.0 < 1.0 < 1.01,1,1-Trichloroethane 71556 µg kg-¹ M < 1.0 < 1.0 < 1.0 < 1.0Tetrachloromethane 56235 µg kg-¹ M < 1.0 < 1.0 < 1.0 < 1.01,1-Dichloropropene 563586 µg kg-¹ U < 1.0 < 1.0 < 1.0 < 1.0Benzene 71432 µg kg-¹ M < 1.0 < 1.0 < 1.0 < 1.01,2-Dichloroethane 107062 µg kg-¹ U < 2.0 < 2.0 < 2.0 < 2.0Trichloroethene 79016 µg kg-¹ U < 1.0 < 1.0 < 1.0 < 1.01,2-Dichloropropane 78875 µg kg-¹ U < 1.0 < 1.0 < 1.0 < 1.0Dibromomethane 74953 µg kg-¹ U < 10 < 10 < 10 < 10Bromodichloromethane 75274 µg kg-¹ U < 5.0 < 5.0 < 5.0 < 5.0cis-1,3-Dichloropropene 10061015 µg kg-¹ N < 10 < 10 < 10 < 10Toluene 108883 µg kg-¹ M < 1.0 < 1.0 < 1.0 < 1.0trans-1,3-Dichloropropene 10061026 µg kg-¹ N < 10 < 10 < 10 < 101,1,2-Trichloroethane 79005 µg kg-¹ U < 10 < 10 < 10 < 10Tetrachloroethene 127184 µg kg-¹ M < 1.0 < 1.0 < 1.0 < 1.01,3-Dichloropropane 142289 µg kg-¹ U < 2.0 < 2.0 < 2.0 < 2.0Dibromochloromethane 124481 µg kg-¹ U < 10 < 10 < 10 < 101,2-Dibromoethane 106934 µg kg-¹ U < 5.0 < 5.0 < 5.0 < 5.0Chlorobenzene 108907 µg kg-¹ M < 1.0 < 1.0 < 1.0 < 1.01,1,1,2-Tetrachloroethane 630206 µg kg-¹ M < 2.0 < 2.0 < 2.0 < 2.0Ethylbenzene 100414 µg kg-¹ M < 1.0 < 1.0 < 1.0 < 1.0

All tests undertaken between 19/03/2013 and 26/03/2013

* Accreditation status

This report should be interpreted in conjuction with the notes on the accompanying cover page.

Column page 1

Report page 9 of 14

LIMS sample ID range AI44250 to AI45062

Page 62: plandocs.tameside.gov.ukplandocs.tameside.gov.uk/anitepublicdocs/00198549.pdf · Description Shear strength parameters c kPa φ ° Apparent c kPa Undisturbed Single stage Remarks

LABORATORY TEST REPORTResults of analysis of 10 samples

received 18 March 2013

TA7097 - Silver Spring AcademyFAO

Soil Engineering Geoservices Ltd

Ian Swain

Parkside Lane

Dewsbury Road

Leeds

LS11 5SX Report Date

27 March 2013

226067AI44253 AI44257 AI44259 AI44262 AI44265

BH01 BH01 BH01 BH01 BH01

003 010 018 025 033

12/3/2013 12/3/2013 12/3/2013 12/3/2013 12/3/2013

0.50m 2.00m 4.00m 6.00m 8.00m

SOIL SOIL SOIL SOIL SOIL

2760 m- & p-Xylene 1330207 µg kg-¹ U < 1.0 < 1.0 < 1.0 < 1.0o-Xylene 95476 µg kg-¹ U < 1.0 < 1.0 < 1.0 < 1.0Styrene 100425 µg kg-¹ U < 1.0 < 1.0 < 1.0 < 1.0Tribromomethane 75252 µg kg-¹ U < 10 < 10 < 10 < 10Isopropylbenzene 98828 µg kg-¹ U < 1.0 < 1.0 < 1.0 < 1.0Bromobenzene 108861 µg kg-¹ U < 1.0 < 1.0 < 1.0 < 1.01,2,3-Trichloropropane 96184 µg kg-¹ N < 50 < 50 < 50 < 50n-Propylbenzene 103651 µg kg-¹ U < 1.0 < 1.0 < 1.0 < 1.02-Chlorotoluene 95498 µg kg-¹ M < 1.0 < 1.0 < 1.0 < 1.01,2,4-Trimethylbenzene 95636 µg kg-¹ U < 1.0 < 1.0 < 1.0 < 1.04-Chlorotoluene 106434 µg kg-¹ U < 1.0 < 1.0 < 1.0 < 1.0tert-Butylbenzene 98066 µg kg-¹ U < 1.0 < 1.0 < 1.0 < 1.01,3,5-Trimethylbenzene 108678 µg kg-¹ U < 1.0 < 1.0 < 1.0 < 1.0sec-Butylbenzene 135988 µg kg-¹ U < 1.0 < 1.0 < 1.0 < 1.01,3-Dichlorobenzene 541731 µg kg-¹ U < 1.0 < 1.0 < 1.0 < 1.04-Isopropyltoluene 99876 µg kg-¹ U < 1.0 < 1.0 < 1.0 < 1.01,4-Dichlorobenzene 106467 µg kg-¹ U < 1.0 < 1.0 < 1.0 < 1.0n-Butylbenzene 104518 µg kg-¹ U < 1.0 < 1.0 < 1.0 < 1.01,2-Dichlorobenzene 95501 µg kg-¹ U < 1.0 < 1.0 < 1.0 < 1.01,2-Dibromo-3-chloropropane 96128 µg kg-¹ U < 50 < 50 < 50 < 501,2,4-Trichlorobenzene 120821 µg kg-¹ U < 1.0 < 1.0 < 1.0 < 1.0Hexachlorobutadiene 87683 µg kg-¹ U < 1.0 < 1.0 < 1.0 < 1.0

2790 1,3-Diclorobenzene mg kg-¹ < 0.5Phenol 108952 mg kg-¹ N < 0.05bis(2-Chloroethyl)ether 111444 mg kg-¹ N < 0.05

All tests undertaken between 19/03/2013 and 26/03/2013

* Accreditation status

This report should be interpreted in conjuction with the notes on the accompanying cover page.

Column page 1

Report page 10 of 14

LIMS sample ID range AI44250 to AI45062

Page 63: plandocs.tameside.gov.ukplandocs.tameside.gov.uk/anitepublicdocs/00198549.pdf · Description Shear strength parameters c kPa φ ° Apparent c kPa Undisturbed Single stage Remarks

LABORATORY TEST REPORTResults of analysis of 10 samples

received 18 March 2013

TA7097 - Silver Spring AcademyFAO

Soil Engineering Geoservices Ltd

Ian Swain

Parkside Lane

Dewsbury Road

Leeds

LS11 5SX Report Date

27 March 2013

226067AI44253 AI44257 AI44259 AI44262 AI44265

BH01 BH01 BH01 BH01 BH01

003 010 018 025 033

12/3/2013 12/3/2013 12/3/2013 12/3/2013 12/3/2013

0.50m 2.00m 4.00m 6.00m 8.00m

SOIL SOIL SOIL SOIL SOIL

2790 2-Chlorophenol 95578 mg kg-¹ N < 0.051,4-Dichlorobenzene 106467 mg kg-¹ N < 0.051,2-Dichlorobenzene 95501 mg kg-¹ N < 0.052-Methylphenol 95487 mg kg-¹ N < 0.05bis(2-Chloroisopropyl)ether 108601 mg kg-¹ N < 0.054-Methylphenol 106445 mg kg-¹ N < 0.05N-Nitrosodi-n-propylamine 621647 mg kg-¹ N < 0.05Hexachloroethane 67721 mg kg-¹ N < 0.05Nitrobenzene 98953 mg kg-¹ N < 0.05Isophorone 78591 mg kg-¹ N < 0.052-Nitrophenol 88755 mg kg-¹ N < 0.052,4-Dimethylphenol 105679 mg kg-¹ N < 0.05bis(2-Chloroethoxy)methane 111911 mg kg-¹ N < 0.052,4-Dichlorophenol 120832 mg kg-¹ N < 0.051,2,4-Trichlorobenzene 120821 mg kg-¹ N < 0.05Naphthalene 91203 mg kg-¹ N < 0.054-Chloroaniline 106478 mg kg-¹ N < 0.05Hexachlorobutadiene 87683 mg kg-¹ N < 0.054-Chloro-3-methylphenol 59507 mg kg-¹ N < 0.052-Methylnaphthalene 91576 mg kg-¹ N < 0.05Hexachlorocyclopentadiene 77474 mg kg-¹ N < 0.052,4,6-Trichlorophenol 88062 mg kg-¹ N < 0.052,4,5-Trichlorophenol 95954 mg kg-¹ N < 0.052-Chloronaphthalene 91587 mg kg-¹ N < 0.052-Nitroaniline 88744 mg kg-¹ N < 0.05

All tests undertaken between 19/03/2013 and 26/03/2013

* Accreditation status

This report should be interpreted in conjuction with the notes on the accompanying cover page.

Column page 1

Report page 11 of 14

LIMS sample ID range AI44250 to AI45062

Page 64: plandocs.tameside.gov.ukplandocs.tameside.gov.uk/anitepublicdocs/00198549.pdf · Description Shear strength parameters c kPa φ ° Apparent c kPa Undisturbed Single stage Remarks

LABORATORY TEST REPORTResults of analysis of 10 samples

received 18 March 2013

TA7097 - Silver Spring AcademyFAO

Soil Engineering Geoservices Ltd

Ian Swain

Parkside Lane

Dewsbury Road

Leeds

LS11 5SX Report Date

27 March 2013

226067AI44253 AI44257 AI44259 AI44262 AI44265

BH01 BH01 BH01 BH01 BH01

003 010 018 025 033

12/3/2013 12/3/2013 12/3/2013 12/3/2013 12/3/2013

0.50m 2.00m 4.00m 6.00m 8.00m

SOIL SOIL SOIL SOIL SOIL

2790 Dimethylphthalate 131113 mg kg-¹ N < 0.052,6-Dinitrotoluene 606202 mg kg-¹ N < 0.05Acenaphthylene 208968 mg kg-¹ N < 0.053-Nitroaniline 99092 mg kg-¹ N < 0.05Acenaphthene 83329 mg kg-¹ N < 0.05Dibenzofuran 132649 mg kg-¹ N < 0.052,4-Dinitrotoluene 121142 mg kg-¹ N < 0.05Diethylphthalate 84662 mg kg-¹ N < 0.05Fluorene 86737 mg kg-¹ N < 0.054-Chlorophenylphenylether 7005723 mg kg-¹ N < 0.054-Nitroaniline 100016 mg kg-¹ N < 0.052-Methyl-4,6-dinitrophenol 534521 mg kg-¹ N < 0.05Azobenzene 103333 mg kg-¹ N < 0.054-Bromophenylphenylether 101553 mg kg-¹ N < 0.05Hexachlorobenzene 118741 mg kg-¹ N < 0.05Pentachlorophenol 87865 mg kg-¹ N < 0.05Phenanthrene 85018 mg kg-¹ N < 0.05Anthracene 120127 mg kg-¹ N < 0.05Carbazole 86748 mg kg-¹ N < 0.05Di-n-butylphthalate 84742 mg kg-¹ N < 0.05Fluoranthene 206440 mg kg-¹ N 0.080Pyrene 129000 mg kg-¹ N 0.090Butylbenzylphthalate 85687 mg kg-¹ N < 0.05Benzo[a]anthracene 56553 mg kg-¹ N 0.093Chrysene 218019 mg kg-¹ N 0.086

All tests undertaken between 19/03/2013 and 26/03/2013

* Accreditation status

This report should be interpreted in conjuction with the notes on the accompanying cover page.

Column page 1

Report page 12 of 14

LIMS sample ID range AI44250 to AI45062

Page 65: plandocs.tameside.gov.ukplandocs.tameside.gov.uk/anitepublicdocs/00198549.pdf · Description Shear strength parameters c kPa φ ° Apparent c kPa Undisturbed Single stage Remarks

LABORATORY TEST REPORTResults of analysis of 10 samples

received 18 March 2013

TA7097 - Silver Spring AcademyFAO

Soil Engineering Geoservices Ltd

Ian Swain

Parkside Lane

Dewsbury Road

Leeds

LS11 5SX Report Date

27 March 2013

226067AI44253 AI44257 AI44259 AI44262 AI44265

BH01 BH01 BH01 BH01 BH01

003 010 018 025 033

12/3/2013 12/3/2013 12/3/2013 12/3/2013 12/3/2013

0.50m 2.00m 4.00m 6.00m 8.00m

SOIL SOIL SOIL SOIL SOIL

2790 bis(2-Ethylhexyl)phthalate 117817 mg kg-¹ N < 0.05Di-n-octylphthalate 117840 mg kg-¹ N < 0.05Benzo[b]fluoranthene 205992 mg kg-¹ N 0.18Benzo[k]fluoranthene 207089 mg kg-¹ N < 0.05Benzo[a]pyrene 50328 mg kg-¹ N 0.097Indeno[1,2,3-cd]pyrene 193395 mg kg-¹ N < 0.05Dibenzo[a,h]anthracene 53703 mg kg-¹ N < 0.05Benzo[g,h,i]perylene 191242 mg kg-¹ N < 0.052,4-Dinitrophenol 51285 mg kg-¹ N < 0.54-Nitrophenol 100027 mg kg-¹ N < 0.5

2792 Tentatively Identified Compounds mg kg-¹ Not detected2800 Naphthalene 91203 mg kg-¹ M 0.42 0.78 1.5 0.66

Acenaphthylene 208968 mg kg-¹ N <0.10 0.1 <0.10 <0.10Acenaphthene 83329 mg kg-¹ M <0.10 0.12 0.13 0.34Fluorene 86737 mg kg-¹ M 0.14 0.18 <0.10 0.31Phenanthrene 85018 mg kg-¹ M 1.6 2.2 1.6 2.7Anthracene 120127 mg kg-¹ M 0.29 0.32 0.17 0.43Fluoranthene 206440 mg kg-¹ M 3.9 3 2.5 2.8Pyrene 129000 mg kg-¹ M 2.6 2.5 2.7 2.4Benzo[a]anthracene 56553 mg kg-¹ M 1.3 1.2 1.3 1.1Chrysene 218019 mg kg-¹ M 1.4 1.4 1.8 1.4Benzo[b]fluoranthene 205992 mg kg-¹ M 1.4 1.7 2 1.4Benzo[k]fluoranthene 207089 mg kg-¹ N 0.52 0.65 0.75 0.55Benzo[a]pyrene 50328 mg kg-¹ M 0.74 1.3 1.3 0.85Dibenzo[a,h]anthracene 53703 mg kg-¹ N <0.10 0.13 0.1 <0.10

All tests undertaken between 19/03/2013 and 26/03/2013

* Accreditation status

This report should be interpreted in conjuction with the notes on the accompanying cover page.

Column page 1

Report page 13 of 14

LIMS sample ID range AI44250 to AI45062

Page 66: plandocs.tameside.gov.ukplandocs.tameside.gov.uk/anitepublicdocs/00198549.pdf · Description Shear strength parameters c kPa φ ° Apparent c kPa Undisturbed Single stage Remarks

LABORATORY TEST REPORTResults of analysis of 10 samples

received 18 March 2013

TA7097 - Silver Spring AcademyFAO

Soil Engineering Geoservices Ltd

Ian Swain

Parkside Lane

Dewsbury Road

Leeds

LS11 5SX Report Date

27 March 2013

226067AI44253 AI44257 AI44259 AI44262 AI44265

BH01 BH01 BH01 BH01 BH01

003 010 018 025 033

12/3/2013 12/3/2013 12/3/2013 12/3/2013 12/3/2013

0.50m 2.00m 4.00m 6.00m 8.00m

SOIL SOIL SOIL SOIL SOIL

2800 Indeno[1,2,3-cd]pyrene 193395 mg kg-¹ M 0.33 0.64 0.51 0.29Benzo[g,h,i]perylene 191242 mg kg-¹ M 0.36 0.83 0.76 0.36Total (of 16) PAHs mg kg-¹ N 15 17 17 16

2920 Phenols (total) mg kg-¹ N <0.3 <0.3 <0.3 <0.3 <0.3

All tests undertaken between 19/03/2013 and 26/03/2013

* Accreditation status

This report should be interpreted in conjuction with the notes on the accompanying cover page.

Column page 1

Report page 14 of 14

LIMS sample ID range AI44250 to AI45062

Page 67: plandocs.tameside.gov.ukplandocs.tameside.gov.uk/anitepublicdocs/00198549.pdf · Description Shear strength parameters c kPa φ ° Apparent c kPa Undisturbed Single stage Remarks

FAO Ian Swain

11 April 2013

Parkside Lane

Dewsbury Road

Soil Engineering Geoservices Ltd

Leeds

LS11 5SX

Depot Road

Newmarket

CB8 0AL

Tel: 01638 606070

Dear Ian Swain

Test Report Number 226067

Your Project Reference TA7097 - Silver Spring Academy

Please find enclosed the results of analysis for the samples received 18 March 2013.

If you require any further assistance, please do not hesitate to contact the Customer Services

team.

Yours sincerely

Keith Jones, Technical Manager

2183

Notes to accompany report:

• The in-house procedure is employed to identify materials and fibres in soils

• The sample is examined by stereo-binocular and polarised light microscopy

• Sample size is reduced by coning and quartering to obtain a representative sub-sample if necessary

• The bulk identification is in accordance with the requirements of the analyst guide (HSG 248)

• Samples associated with asbestos are retained for six months

• The results relate only to the items tested as supplied by the client

• Comments or interpretations are beyond the scope of UKAS accreditation

Newmarket • Coventry • Dublin

Registered in England & Wales - Registration Number 6511736 - Registered Office: 11 Depot Road Newmarket Suffolk CB8 0AL

Test Report Cover Sheet226067

Page 68: plandocs.tameside.gov.ukplandocs.tameside.gov.uk/anitepublicdocs/00198549.pdf · Description Shear strength parameters c kPa φ ° Apparent c kPa Undisturbed Single stage Remarks

LABORATORY TEST REPORT

Report Date

27 March 2013

Results of analysis of 5 samples

received 18 March 2013

TA7097 - Silver Spring AcademyFAO Ian Swain

Parkside Lane

Dewsbury Road

Leeds

LS11 5SX

Soil Engineering Geoservices Ltd

Asbestos in Soils

Login Batch No:

Chemtest ID Sample ID Sample Desc

SOP 2190

ACM Type Asbestos Identification

AI44253 BH01 003 0.50 - No Asbestos DetectedAI44257 BH01 010 2.00 - No Asbestos DetectedAI44259 BH01 018 4.00 - No Asbestos DetectedAI44262 BH01 025 6.00 - No Asbestos DetectedAI44265 BH01 033 8.00 - No Asbestos Detected

Depth (m)

226067

Qualitative Results

The detection limit for this method is 0.001%

Steve McGrath

Asbestos Analyst

Signed

All tests undertaken between 26-Mar-2013 and 26-Mar-2013 Report page 1 of 1

LIMS sample ID range AI44253 to AI44265

Page 69: plandocs.tameside.gov.ukplandocs.tameside.gov.uk/anitepublicdocs/00198549.pdf · Description Shear strength parameters c kPa φ ° Apparent c kPa Undisturbed Single stage Remarks

FAO Ian Swain

10 April 2013

Parkside Lane

Dewsbury Road

Soil Engineering Geoservices Ltd

Leeds

LS11 5SX

Depot Road

Newmarket

CB8 0AL

Tel: 01638 606070

Dear Ian Swain

Test Report Number 226091a Amended Test Report

Your Project Reference TA7097- Silver Spring Academy

Please find enclosed the results of analysis for the samples received 19 March 2013.

Please find dependant option analysis results now included. Disregard all previous reports.

All soil samples will be retained for a period of one month and all water samples will be retained for

7 days following the date of the test report. Should you require an extended retention period then

please detail your requirements in an email to [email protected]. Please be

aware that charges may be applicable for extended sample storage.

If you require any further assistance, please do not hesitate to contact the Customer Services

team.

Yours sincerely

Darrell Hall, Director

Notes to accompany report:

• The sign < means 'less than'

• Tests marked 'U' hold UKAS accreditation

• Tests marked 'M' hold MCertS (and UKAS) accreditation

• Tests marked 'N' do not currently hold UKAS accreditation

• Tests marked 'S' were subcontracted to an approved laboratory

• n/e means 'not evaluated'

• i/s means 'insufficient sample'

• u/s means 'unsuitable sample'

• Comments or interpretations are beyond the scope of UKAS accreditation

• The results relate only to the items tested

• All results are expressed on a dry weight basis

• The following tests were analysed on samples as received and the results subsequently

corrected to a dry weight basis TPH, BTEX, VOCs, SVOCs, PCBs, phenols

• For all other tests the samples were dried at < 37°C prior to analysis

• Uncertainties of measurement for the determinands tested are available upon request

• None of the test results included in this report have been recovery corrected

2183

Newmarket • Coventry • Dublin

Registered in England & Wales - Registration Number 6511736 - Registered Office: 11 Depot Road Newmarket Suffolk CB8 0AL

Test Report Cover Sheet226091

Page 70: plandocs.tameside.gov.ukplandocs.tameside.gov.uk/anitepublicdocs/00198549.pdf · Description Shear strength parameters c kPa φ ° Apparent c kPa Undisturbed Single stage Remarks

AMENDED LABORATORY TEST REPORTResults of analysis of 7 samples

received 19 March 2013

TA7097- Silver Spring AcademyFAO

Soil Engineering Geoservices Ltd

Ian Swain

Parkside Lane

Dewsbury Road

Leeds

LS11 5SX Report Date

10 April 2013

226091AI44376 AI44377 AI44378 AI44379 AI44380 AI44381

BH02 BH02 BH02 BH02 BH03 BH03

001 004 006 011 001 003

13/3/2013 13/3/2013 13/3/2013 13/3/2013 14/3/2013 14/3/2013

0.00m 0.50m 1.00m 2.00m 0.00m 0.50m

LEACHATE LEACHATE LEACHATE LEACHATE LEACHATE LEACHATE

1010 pH PH U 8.8 8.9 8.7 8.2 10 9.11180 Sulfur 7704349 mg l-¹ N 2.6 4.3 4.01220 Chloride 16887006 mg l-¹ U <1.0 <1.0 20

Ammoniacal Nitrogen AMM_NITROG mg l-¹ U < 0.01 0.72 0.131300 Cyanide (total) 57125 mg l-¹ U < 0.05 < 0.05 < 0.05

Cyanide (free) 57125 mg l-¹ U < 0.05 < 0.05 < 0.05Thiocyanate 302045 mg l-¹ U < 0.5 < 0.5 < 0.5

1325 Sulfide 18496258 mg l-¹ U <0.050 <0.050 <0.0501470 Iron (dissolved) 7439896 µg l-¹ N 540 910 11001415 Calcium 7440702 mg l-¹ U 9.2 6.0 9.1

Magnesium 7439954 mg l-¹ U <0.50 <0.50 <0.501220 Sulfate 14808798 mg l-¹ U 2.8 7.8 13 9.8 9.0 121450 Arsenic 7440382 µg l-¹ U 1.6 <1.0 <1.0 <1.0 1.7 1.1

Boron 7440428 µg l-¹ U <20 <20 <20Barium 7440393 µg l-¹ U 140 170 18Beryllium 7440417 µg l-¹ U <1.0 <1.0 <1.0Cadmium 7440439 µg l-¹ U <0.080 <0.080 <0.080 <0.080 <0.080 <0.080Chromium 7440473 µg l-¹ U <1.0 <1.0 <1.0 1.3 <1.0 <1.0Copper 7440508 µg l-¹ U 1.2 <1.0 <1.0 5.5 2.3 1.6Mercury 7439976 µg l-¹ U <0.50 <0.50 <0.50 <0.50 <0.50 <0.50Manganese 7439965 µg l-¹ U 4.8 12 67Nickel 7440020 µg l-¹ U <1.0 <1.0 <1.0 <1.0 <1.0 <1.0Lead 7439921 µg l-¹ U <1.0 <1.0 <1.0 1.6 2.1 2.0Selenium 7782492 µg l-¹ U 2.4 1.2 <1.0 <1.0 <1.0 <1.0

*UnitsiCAS NoiDeterminandiSOPi

Matrix

Depth

Sample No

Sample ID

Chemtest LIMS ID

Login Batch No

Sampling Date

All tests undertaken between 20/03/2013 and 10/04/2013

* Accreditation status

This report should be interpreted in conjuction with the notes on the accompanying cover page.

Column page 1

Report page 1 of 13

LIMS sample ID range AI44366 to AI44382

Page 71: plandocs.tameside.gov.ukplandocs.tameside.gov.uk/anitepublicdocs/00198549.pdf · Description Shear strength parameters c kPa φ ° Apparent c kPa Undisturbed Single stage Remarks

AMENDED LABORATORY TEST REPORTResults of analysis of 7 samples

received 19 March 2013

TA7097- Silver Spring AcademyFAO

Soil Engineering Geoservices Ltd

Ian Swain

Parkside Lane

Dewsbury Road

Leeds

LS11 5SX Report Date

10 April 2013

226091AI44382

BH03

004

14/3/2013

1.00m

LEACHATE

1010 pH PH U 8.91180 Sulfur 7704349 mg l-¹ N

1220 Chloride 16887006 mg l-¹ U

Ammoniacal Nitrogen AMM_NITROG mg l-¹ U

1300 Cyanide (total) 57125 mg l-¹ U

Cyanide (free) 57125 mg l-¹ U

Thiocyanate 302045 mg l-¹ U

1325 Sulfide 18496258 mg l-¹ U

1470 Iron (dissolved) 7439896 µg l-¹ N

1415 Calcium 7440702 mg l-¹ U

Magnesium 7439954 mg l-¹ U

1220 Sulfate 14808798 mg l-¹ U 8.81450 Arsenic 7440382 µg l-¹ U 3.2

Boron 7440428 µg l-¹ U

Barium 7440393 µg l-¹ U

Beryllium 7440417 µg l-¹ U

Cadmium 7440439 µg l-¹ U <0.080Chromium 7440473 µg l-¹ U 1.6Copper 7440508 µg l-¹ U 5.5Mercury 7439976 µg l-¹ U <0.50Manganese 7439965 µg l-¹ U

Nickel 7440020 µg l-¹ U <1.0Lead 7439921 µg l-¹ U 3.1Selenium 7782492 µg l-¹ U <1.0

*UnitsiCAS NoiDeterminandiSOPi

Matrix

Depth

Sample No

Sample ID

Chemtest LIMS ID

Login Batch No

Sampling Date

* Accreditation status

This report should be interpreted in conjuction with the notes on the accompanying cover page.

Column page 2

Report page 1 of 13

LIMS sample ID range AI44366 to AI44382

Page 72: plandocs.tameside.gov.ukplandocs.tameside.gov.uk/anitepublicdocs/00198549.pdf · Description Shear strength parameters c kPa φ ° Apparent c kPa Undisturbed Single stage Remarks

AMENDED LABORATORY TEST REPORTResults of analysis of 7 samples

received 19 March 2013

TA7097- Silver Spring AcademyFAO

Soil Engineering Geoservices Ltd

Ian Swain

Parkside Lane

Dewsbury Road

Leeds

LS11 5SX Report Date

10 April 2013

226091AI44376 AI44377 AI44378 AI44379 AI44380 AI44381

BH02 BH02 BH02 BH02 BH03 BH03

001 004 006 011 001 003

13/3/2013 13/3/2013 13/3/2013 13/3/2013 14/3/2013 14/3/2013

0.00m 0.50m 1.00m 2.00m 0.00m 0.50m

LEACHATE LEACHATE LEACHATE LEACHATE LEACHATE LEACHATE

1450 Vanadium 7440622 µg l-¹ U <1.0 <1.0 1.4Zinc 7440666 µg l-¹ U <1.0 <1.0 <1.0 4.0 1.7 2.5

1700 Naphthalene 91203 µg l-¹ N <0.01 <0.01 <0.01 <0.01 <0.01 <0.01Acenaphthylene 208968 µg l-¹ N <0.01 <0.01 <0.01 <0.01 <0.01 <0.01Acenaphthene 83329 µg l-¹ N <0.01 <0.01 <0.01 <0.01 <0.01 0.8Fluorene 86737 µg l-¹ N <0.01 <0.01 <0.01 <0.01 <0.01 <0.01Phenanthrene 85018 µg l-¹ N <0.01 <0.01 <0.01 <0.01 <0.01 1.4Anthracene 120127 µg l-¹ N <0.01 <0.01 <0.01 <0.01 0.4 0.8Fluoranthene 206440 µg l-¹ N <0.01 <0.01 <0.01 <0.01 0.4 3.4Pyrene 129000 µg l-¹ N <0.01 <0.01 <0.01 <0.01 0.6 2.7Benzo[a]anthracene 56553 µg l-¹ N <0.01 <0.01 <0.01 <0.01 <0.01 1.7Chrysene 218019 µg l-¹ N <0.01 <0.01 <0.01 <0.01 <0.01 1.8Benzo[b]fluoranthene 205992 µg l-¹ N <0.01 <0.01 <0.01 <0.01 <0.01 1.9Benzo[k]fluoranthene 207089 µg l-¹ N <0.01 <0.01 <0.01 <0.01 <0.01 1.5Benzo[a]pyrene 50328 µg l-¹ N <0.01 <0.01 <0.01 <0.01 <0.01 1.8Dibenzo[a,h]anthracene 53703 µg l-¹ N <0.01 <0.01 <0.01 <0.01 <0.01 0.1Indeno[1,2,3-cd]pyrene 193395 µg l-¹ N <0.01 <0.01 <0.01 <0.01 <0.01 0.9Benzo[g,h,i]perylene 191242 µg l-¹ N <0.01 <0.01 <0.01 <0.01 <0.01 1.3Total (of 16) PAHs µg l-¹ N <0.2 <0.2 <0.2 <0.2 1.4 20

1760 Benzene 71432 µg l-¹ U <1.0 <1.0 <1.0Toluene 108883 µg l-¹ U <1.0 <1.0 <1.0Ethylbenzene 100414 µg l-¹ U <1.0 <1.0 <1.0m- & p-Xylene 1330207 µg l-¹ U <1.0 <1.0 <1.0o-Xylene 95476 µg l-¹ U <1.0 <1.0 <1.0

1900 2-sec-Butyl-4,6-dinitrophenol 88857 mg l-¹ N <0.0002 <0.0002 <0.0002

All tests undertaken between 20/03/2013 and 10/04/2013

* Accreditation status

This report should be interpreted in conjuction with the notes on the accompanying cover page.

Column page 1

Report page 2 of 13

LIMS sample ID range AI44366 to AI44382

Page 73: plandocs.tameside.gov.ukplandocs.tameside.gov.uk/anitepublicdocs/00198549.pdf · Description Shear strength parameters c kPa φ ° Apparent c kPa Undisturbed Single stage Remarks

AMENDED LABORATORY TEST REPORTResults of analysis of 7 samples

received 19 March 2013

TA7097- Silver Spring AcademyFAO

Soil Engineering Geoservices Ltd

Ian Swain

Parkside Lane

Dewsbury Road

Leeds

LS11 5SX Report Date

10 April 2013

226091AI44382

BH03

004

14/3/2013

1.00m

LEACHATE

1450 Vanadium 7440622 µg l-¹ U

Zinc 7440666 µg l-¹ U 5.31700 Naphthalene 91203 µg l-¹ N <0.01

Acenaphthylene 208968 µg l-¹ N <0.01Acenaphthene 83329 µg l-¹ N <0.01Fluorene 86737 µg l-¹ N <0.01Phenanthrene 85018 µg l-¹ N <0.01Anthracene 120127 µg l-¹ N <0.01Fluoranthene 206440 µg l-¹ N <0.01Pyrene 129000 µg l-¹ N <0.01Benzo[a]anthracene 56553 µg l-¹ N <0.01Chrysene 218019 µg l-¹ N <0.01Benzo[b]fluoranthene 205992 µg l-¹ N <0.01Benzo[k]fluoranthene 207089 µg l-¹ N <0.01Benzo[a]pyrene 50328 µg l-¹ N <0.01Dibenzo[a,h]anthracene 53703 µg l-¹ N <0.01Indeno[1,2,3-cd]pyrene 193395 µg l-¹ N <0.01Benzo[g,h,i]perylene 191242 µg l-¹ N <0.01Total (of 16) PAHs µg l-¹ N <0.2

1760 Benzene 71432 µg l-¹ U

Toluene 108883 µg l-¹ U

Ethylbenzene 100414 µg l-¹ U

m- & p-Xylene 1330207 µg l-¹ U

o-Xylene 95476 µg l-¹ U

1900 2-sec-Butyl-4,6-dinitrophenol 88857 mg l-¹ N

* Accreditation status

This report should be interpreted in conjuction with the notes on the accompanying cover page.

Column page 2

Report page 2 of 13

LIMS sample ID range AI44366 to AI44382

Page 74: plandocs.tameside.gov.ukplandocs.tameside.gov.uk/anitepublicdocs/00198549.pdf · Description Shear strength parameters c kPa φ ° Apparent c kPa Undisturbed Single stage Remarks

AMENDED LABORATORY TEST REPORTResults of analysis of 7 samples

received 19 March 2013

TA7097- Silver Spring AcademyFAO

Soil Engineering Geoservices Ltd

Ian Swain

Parkside Lane

Dewsbury Road

Leeds

LS11 5SX Report Date

10 April 2013

226091AI44376 AI44377 AI44378 AI44379 AI44380 AI44381

BH02 BH02 BH02 BH02 BH03 BH03

001 004 006 011 001 003

13/3/2013 13/3/2013 13/3/2013 13/3/2013 14/3/2013 14/3/2013

0.00m 0.50m 1.00m 2.00m 0.00m 0.50m

LEACHATE LEACHATE LEACHATE LEACHATE LEACHATE LEACHATE

1900 4-Chloro-3-methylphenol 59507 mg l-¹ N <0.0002 <0.0002 <0.00022-Chlorophenol 95578 mg l-¹ N <0.0002 <0.0002 <0.00022,4-Dichlorophenol 120832 mg l-¹ N <0.0002 <0.0002 <0.00022,6-Dichlorophenol 87650 mg l-¹ N <0.0002 <0.0002 <0.00022,4-Dimethylphenol 105679 mg l-¹ N <0.0002 <0.0002 <0.00022,4-Dinitrophenol 51285 mg l-¹ N <0.0002 <0.0002 <0.00022-Methyl-4,6-dinitrophenol 534521 mg l-¹ N <0.0002 <0.0002 <0.00022-Methylphenol 95487 mg l-¹ N <0.0002 <0.0002 <0.00023-Methylphenol 108394 mg l-¹ N <0.0002 <0.0002 <0.00024-Methylphenol 106445 mg l-¹ N <0.0002 <0.0002 <0.00022-Nitrophenol 88755 mg l-¹ N <0.0002 <0.0002 <0.00024-Nitrophenol 100027 mg l-¹ N <0.0002 <0.0002 <0.0002Pentachlorophenol 87865 mg l-¹ N <0.0002 <0.0002 <0.0002Phenol 108952 mg l-¹ N <0.0002 <0.0002 <0.00022,3,4,5-Tetrachlorophenol 4901513 mg l-¹ N <0.0002 <0.0002 <0.00022,3,4,6-Tetrachlorophenol 58902 mg l-¹ N <0.0002 <0.0002 <0.00022,3,5,6-Tetrachlorophenol 935955 mg l-¹ N <0.0002 <0.0002 <0.00022,3,4-Trichlorophenol 15950660 mg l-¹ N <0.0002 <0.0002 <0.00022,3,5-Trichlorophenol 933788 mg l-¹ N <0.0002 <0.0002 <0.00022,3,6-Trichlorophenol 933755 mg l-¹ N <0.0002 <0.0002 <0.00022,4,5-Trichlorophenol 95954 mg l-¹ N <0.0002 <0.0002 <0.00022,4,6-Trichlorophenol 88062 mg l-¹ N <0.0002 <0.0002 <0.00023,4,5-Trichlorophenol 609198 mg l-¹ N <0.0002 <0.0002 <0.0002

All tests undertaken between 20/03/2013 and 10/04/2013

* Accreditation status

This report should be interpreted in conjuction with the notes on the accompanying cover page.

Column page 1

Report page 3 of 13

LIMS sample ID range AI44366 to AI44382

Page 75: plandocs.tameside.gov.ukplandocs.tameside.gov.uk/anitepublicdocs/00198549.pdf · Description Shear strength parameters c kPa φ ° Apparent c kPa Undisturbed Single stage Remarks

AMENDED LABORATORY TEST REPORTResults of analysis of 7 samples

received 19 March 2013

TA7097- Silver Spring AcademyFAO

Soil Engineering Geoservices Ltd

Ian Swain

Parkside Lane

Dewsbury Road

Leeds

LS11 5SX Report Date

10 April 2013

226091AI44382

BH03

004

14/3/2013

1.00m

LEACHATE

1900 4-Chloro-3-methylphenol 59507 mg l-¹ N

2-Chlorophenol 95578 mg l-¹ N

2,4-Dichlorophenol 120832 mg l-¹ N

2,6-Dichlorophenol 87650 mg l-¹ N

2,4-Dimethylphenol 105679 mg l-¹ N

2,4-Dinitrophenol 51285 mg l-¹ N

2-Methyl-4,6-dinitrophenol 534521 mg l-¹ N

2-Methylphenol 95487 mg l-¹ N

3-Methylphenol 108394 mg l-¹ N

4-Methylphenol 106445 mg l-¹ N

2-Nitrophenol 88755 mg l-¹ N

4-Nitrophenol 100027 mg l-¹ N

Pentachlorophenol 87865 mg l-¹ N

Phenol 108952 mg l-¹ N

2,3,4,5-Tetrachlorophenol 4901513 mg l-¹ N

2,3,4,6-Tetrachlorophenol 58902 mg l-¹ N

2,3,5,6-Tetrachlorophenol 935955 mg l-¹ N

2,3,4-Trichlorophenol 15950660 mg l-¹ N

2,3,5-Trichlorophenol 933788 mg l-¹ N

2,3,6-Trichlorophenol 933755 mg l-¹ N

2,4,5-Trichlorophenol 95954 mg l-¹ N

2,4,6-Trichlorophenol 88062 mg l-¹ N

3,4,5-Trichlorophenol 609198 mg l-¹ N

* Accreditation status

This report should be interpreted in conjuction with the notes on the accompanying cover page.

Column page 2

Report page 3 of 13

LIMS sample ID range AI44366 to AI44382

Page 76: plandocs.tameside.gov.ukplandocs.tameside.gov.uk/anitepublicdocs/00198549.pdf · Description Shear strength parameters c kPa φ ° Apparent c kPa Undisturbed Single stage Remarks

AMENDED LABORATORY TEST REPORTResults of analysis of 14 samples

received 19 March 2013

TA7097- Silver Spring AcademyFAO

Soil Engineering Geoservices Ltd

Ian Swain

Parkside Lane

Dewsbury Road

Leeds

LS11 5SX Report Date

10 April 2013

226091AI44366 AI44368 AI44369 AI44370 AI44371 AI44373

BH02 BH02 BH02 BH02 BH03 BH03

001 004 006 011 001 003

13/3/2013 13/3/2013 13/3/2013 13/3/2013 14/3/2013 14/3/2013

0.00m 0.50m 1.00m 2.00m 0.00m 0.50m

SOIL SOIL SOIL SOIL SOIL SOIL

2010 pH M 7.7 7.7 7.0 7.92175 Sulfur (total TRL report 447) % M 0.01 <0.01 <0.01 <0.012300 Cyanide (free) 57125 mg kg-¹ M < 0.5 < 0.5 < 0.5

Cyanide (total) 57125 mg kg-¹ M < 0.5 < 0.5 < 0.5Thiocyanate 302045 mg kg-¹ M < 5.0 < 5.0 < 5.0

2625 Fraction of Organic Carbon M 0.00372120 Boron (hot water soluble) 7440428 mg kg-¹ M <0.4 <0.4 <0.4 <0.4 <0.4 <0.4

Sulfate (2:1 water soluble) as SO4 14808798 g l-¹ M 0.03 0.02 <0.01 0.022430 Iron 7439896 mg kg-¹ N 14000 14000 15000 17000 4400 76002450 Arsenic 7440382 mg kg-¹ M <2.0 4.2 2.4 9.2 23 8.0

Barium 7440393 mg kg-¹ M 31 900 520 130 400 140Beryllium 7440417 mg kg-¹ M <1.00 <1.00 <1.00 1.3 1.4 <1.00Cadmium 7440439 mg kg-¹ M <0.10 0.39 0.18 <0.10 0.81 0.16Chromium 7440473 mg kg-¹ M 30 11 7.6 19 18 9.3Copper 7440508 mg kg-¹ M 21 9.1 5.1 22 12 5.5Mercury 7439976 mg kg-¹ M <0.10 <0.10 <0.10 <0.10 0.41 <0.10Nickel 7440020 mg kg-¹ M 33 28 16 38 26 15Lead 7439921 mg kg-¹ M 7.8 63 55 16 42 10Selenium 7782492 mg kg-¹ M <0.20 <0.20 <0.20 <0.20 <0.20 <0.20Vanadium 7440622 mg kg-¹ M 55 19 11 26 36 11Zinc 7440666 mg kg-¹ M 43 33 23 51 40 23

2670 Total Petroleum Hydrocarbons mg kg-¹ M < 102675 TPH aliphatic >C5-C6 mg kg-¹ N < 0.1 ¹ < 0.1 < 0.1 < 0.1 ¹ < 0.1

TPH aliphatic >C6-C8 mg kg-¹ N < 0.1 ¹ < 0.1 < 0.1 < 0.1 ¹ < 0.1

*UnitsiCAS NoiDeterminandiSOPi

Matrix

Depth

Sample No

Sample ID

Chemtest LIMS ID

Login Batch No

Sampling Date

All tests undertaken between 20/03/2013 and 10/04/2013

* Accreditation status

This report should be interpreted in conjuction with the notes on the accompanying cover page.

Column page 1

Report page 4 of 13

LIMS sample ID range AI44366 to AI44382

¹The sample container/fill level was not appropriate for the specified analysis - these results may be compromised. The accreditation for these results remains unaffected.

Page 77: plandocs.tameside.gov.ukplandocs.tameside.gov.uk/anitepublicdocs/00198549.pdf · Description Shear strength parameters c kPa φ ° Apparent c kPa Undisturbed Single stage Remarks

AMENDED LABORATORY TEST REPORTResults of analysis of 14 samples

received 19 March 2013

TA7097- Silver Spring AcademyFAO

Soil Engineering Geoservices Ltd

Ian Swain

Parkside Lane

Dewsbury Road

Leeds

LS11 5SX Report Date

10 April 2013

226091AI44374

BH03

004

14/3/2013

1.00m

SOIL

2010 pH M 6.52175 Sulfur (total TRL report 447) % M <0.012300 Cyanide (free) 57125 mg kg-¹ M

Cyanide (total) 57125 mg kg-¹ M

Thiocyanate 302045 mg kg-¹ M

2625 Fraction of Organic Carbon M 0.00392120 Boron (hot water soluble) 7440428 mg kg-¹ M <0.4

Sulfate (2:1 water soluble) as SO4 14808798 g l-¹ M 0.042430 Iron 7439896 mg kg-¹ N 170002450 Arsenic 7440382 mg kg-¹ M 7.1

Barium 7440393 mg kg-¹ M 69Beryllium 7440417 mg kg-¹ M <1.00Cadmium 7440439 mg kg-¹ M <0.10Chromium 7440473 mg kg-¹ M 19Copper 7440508 mg kg-¹ M 18Mercury 7439976 mg kg-¹ M <0.10Nickel 7440020 mg kg-¹ M 20Lead 7439921 mg kg-¹ M 17Selenium 7782492 mg kg-¹ M <0.20Vanadium 7440622 mg kg-¹ M 24Zinc 7440666 mg kg-¹ M 37

2670 Total Petroleum Hydrocarbons mg kg-¹ M 112675 TPH aliphatic >C5-C6 mg kg-¹ N < 0.1

TPH aliphatic >C6-C8 mg kg-¹ N < 0.1

*UnitsiCAS NoiDeterminandiSOPi

Matrix

Depth

Sample No

Sample ID

Chemtest LIMS ID

Login Batch No

Sampling Date

* Accreditation status

This report should be interpreted in conjuction with the notes on the accompanying cover page.

Column page 2

Report page 4 of 13

LIMS sample ID range AI44366 to AI44382

¹The sample container/fill level was not appropriate for the specified analysis - these results may be compromised. The accreditation for these results remains unaffected.

Page 78: plandocs.tameside.gov.ukplandocs.tameside.gov.uk/anitepublicdocs/00198549.pdf · Description Shear strength parameters c kPa φ ° Apparent c kPa Undisturbed Single stage Remarks

AMENDED LABORATORY TEST REPORTResults of analysis of 14 samples

received 19 March 2013

TA7097- Silver Spring AcademyFAO

Soil Engineering Geoservices Ltd

Ian Swain

Parkside Lane

Dewsbury Road

Leeds

LS11 5SX Report Date

10 April 2013

226091AI44366 AI44368 AI44369 AI44370 AI44371 AI44373

BH02 BH02 BH02 BH02 BH03 BH03

001 004 006 011 001 003

13/3/2013 13/3/2013 13/3/2013 13/3/2013 14/3/2013 14/3/2013

0.00m 0.50m 1.00m 2.00m 0.00m 0.50m

SOIL SOIL SOIL SOIL SOIL SOIL

2675 TPH aliphatic >C8-C10 mg kg-¹ N < 0.1 ¹ < 0.1 < 0.1 < 0.1 ¹ < 0.1TPH aliphatic >C10-C12 mg kg-¹ M < 1 ¹ < 1 < 1 < 1 ¹ < 1TPH aliphatic >C12-C16 mg kg-¹ M < 1 ¹ < 1 < 1 < 1 ¹ < 1TPH aliphatic >C16-C21 mg kg-¹ M 3.8 ¹ < 1 < 1 < 1 ¹ < 1TPH aliphatic >C21-C35 mg kg-¹ M 3100 ¹ 81 73 470 ¹ < 1TPH aliphatic >C35-C44 mg kg-¹ N 1400 ¹ 30 17 330 ¹ < 1TPH aromatic >C5-C7 mg kg-¹ N < 0.1 ¹ < 0.1 < 0.1 < 0.1 ¹ < 0.1TPH aromatic >C7-C8 mg kg-¹ N < 0.1 ¹ < 0.1 < 0.1 < 0.1 ¹ < 0.1TPH aromatic >C8-C10 mg kg-¹ N < 0.1 ¹ < 0.1 < 0.1 < 0.1 ¹ < 0.1TPH aromatic >C10-C12 mg kg-¹ M < 1 ¹ < 1 < 1 < 1 ¹ < 1TPH aromatic >C12-C16 mg kg-¹ M < 1 ¹ 17 1.9 23 ¹ 5.7TPH aromatic >C16-C21 mg kg-¹ M 1.8 ¹ 39 15 31 ¹ 69TPH aromatic >C21-C35 mg kg-¹ M 1500 ¹ 76 49 190 ¹ 82TPH aromatic >C35-C44 mg kg-¹ N 460 ¹ 15 2.4 140 ¹ 6.7Total Petroleum Hydrocarbons mg kg-¹ N 6500 ¹ 260 160 1200 ¹ 160

2701 PAH (total EPA 16) mg kg-¹ M <2.02760 Methyl tert-butylether low level 1634044 µg kg-¹ N

Methyl tert-butylether 1634044 µg kg-¹ N < 1.0 < 1.0 < 1.0Dichlorodifluoromethane 75718 µg kg-¹ U < 1.0 < 1.0 < 1.0Chloromethane 74873 µg kg-¹ M < 1.0 < 1.0 < 1.0Vinyl chloride 75014 µg kg-¹ M < 1.0 < 1.0 < 1.0Bromomethane 74839 µg kg-¹ U < 20 < 20 < 20Chloroethane 75003 µg kg-¹ U < 2.0 < 2.0 < 2.0Trichlorofluoromethane 75694 µg kg-¹ U < 1.0 < 1.0 < 1.01,1-Dichloroethene 75354 µg kg-¹ U < 1.0 < 1.0 < 1.0

All tests undertaken between 20/03/2013 and 10/04/2013

* Accreditation status

This report should be interpreted in conjuction with the notes on the accompanying cover page.

Column page 1

Report page 5 of 13

LIMS sample ID range AI44366 to AI44382

¹The sample container/fill level was not appropriate for the specified analysis - these results may be compromised. The accreditation for these results remains unaffected.

Page 79: plandocs.tameside.gov.ukplandocs.tameside.gov.uk/anitepublicdocs/00198549.pdf · Description Shear strength parameters c kPa φ ° Apparent c kPa Undisturbed Single stage Remarks

AMENDED LABORATORY TEST REPORTResults of analysis of 14 samples

received 19 March 2013

TA7097- Silver Spring AcademyFAO

Soil Engineering Geoservices Ltd

Ian Swain

Parkside Lane

Dewsbury Road

Leeds

LS11 5SX Report Date

10 April 2013

226091AI44374

BH03

004

14/3/2013

1.00m

SOIL

2675 TPH aliphatic >C8-C10 mg kg-¹ N < 0.1TPH aliphatic >C10-C12 mg kg-¹ M < 1TPH aliphatic >C12-C16 mg kg-¹ M < 1TPH aliphatic >C16-C21 mg kg-¹ M < 1TPH aliphatic >C21-C35 mg kg-¹ M < 1TPH aliphatic >C35-C44 mg kg-¹ N < 1TPH aromatic >C5-C7 mg kg-¹ N < 0.1TPH aromatic >C7-C8 mg kg-¹ N < 0.1TPH aromatic >C8-C10 mg kg-¹ N < 0.1TPH aromatic >C10-C12 mg kg-¹ M < 1TPH aromatic >C12-C16 mg kg-¹ M < 1TPH aromatic >C16-C21 mg kg-¹ M 9.7TPH aromatic >C21-C35 mg kg-¹ M 14TPH aromatic >C35-C44 mg kg-¹ N 2.2Total Petroleum Hydrocarbons mg kg-¹ N 26

2701 PAH (total EPA 16) mg kg-¹ M 6.72760 Methyl tert-butylether low level 1634044 µg kg-¹ N < 0.1

Methyl tert-butylether 1634044 µg kg-¹ N

Dichlorodifluoromethane 75718 µg kg-¹ U

Chloromethane 74873 µg kg-¹ M

Vinyl chloride 75014 µg kg-¹ M

Bromomethane 74839 µg kg-¹ U

Chloroethane 75003 µg kg-¹ U

Trichlorofluoromethane 75694 µg kg-¹ U

1,1-Dichloroethene 75354 µg kg-¹ U

* Accreditation status

This report should be interpreted in conjuction with the notes on the accompanying cover page.

Column page 2

Report page 5 of 13

LIMS sample ID range AI44366 to AI44382

¹The sample container/fill level was not appropriate for the specified analysis - these results may be compromised. The accreditation for these results remains unaffected.

Page 80: plandocs.tameside.gov.ukplandocs.tameside.gov.uk/anitepublicdocs/00198549.pdf · Description Shear strength parameters c kPa φ ° Apparent c kPa Undisturbed Single stage Remarks

AMENDED LABORATORY TEST REPORTResults of analysis of 14 samples

received 19 March 2013

TA7097- Silver Spring AcademyFAO

Soil Engineering Geoservices Ltd

Ian Swain

Parkside Lane

Dewsbury Road

Leeds

LS11 5SX Report Date

10 April 2013

226091AI44366 AI44368 AI44369 AI44370 AI44371 AI44373

BH02 BH02 BH02 BH02 BH03 BH03

001 004 006 011 001 003

13/3/2013 13/3/2013 13/3/2013 13/3/2013 14/3/2013 14/3/2013

0.00m 0.50m 1.00m 2.00m 0.00m 0.50m

SOIL SOIL SOIL SOIL SOIL SOIL

2760 Dichloromethane 75092 µg kg-¹ N ne ne netrans-1,2-Dichloroethene 156605 µg kg-¹ U < 1.0 < 1.0 < 1.01,1-Dichloroethane 75343 µg kg-¹ M < 1.0 < 1.0 < 1.0cis-1,2-Dichloroethene 156592 µg kg-¹ M < 1.0 < 1.0 < 1.0Bromochloromethane 74975 µg kg-¹ U < 1.0 < 1.0 < 1.0Trichloromethane 67663 µg kg-¹ M < 1.0 < 1.0 < 1.01,1,1-Trichloroethane 71556 µg kg-¹ M < 1.0 < 1.0 < 1.0Tetrachloromethane 56235 µg kg-¹ M < 1.0 < 1.0 < 1.01,1-Dichloropropene 563586 µg kg-¹ U < 1.0 < 1.0 < 1.0Benzene 71432 µg kg-¹ M < 1.0 < 1.0 < 1.01,2-Dichloroethane 107062 µg kg-¹ U < 2.0 < 2.0 < 2.0Trichloroethene 79016 µg kg-¹ U < 1.0 < 1.0 < 1.01,2-Dichloropropane 78875 µg kg-¹ U < 1.0 < 1.0 < 1.0Dibromomethane 74953 µg kg-¹ U < 10 < 10 < 10Bromodichloromethane 75274 µg kg-¹ U < 5.0 < 5.0 < 5.0cis-1,3-Dichloropropene 10061015 µg kg-¹ N < 10 < 10 < 10Toluene 108883 µg kg-¹ M < 1.0 < 1.0 < 1.0trans-1,3-Dichloropropene 10061026 µg kg-¹ N < 10 < 10 < 101,1,2-Trichloroethane 79005 µg kg-¹ U < 10 < 10 < 10Tetrachloroethene 127184 µg kg-¹ M < 1.0 < 1.0 < 1.01,3-Dichloropropane 142289 µg kg-¹ U < 2.0 < 2.0 < 2.0Dibromochloromethane 124481 µg kg-¹ U < 10 < 10 < 101,2-Dibromoethane 106934 µg kg-¹ U < 5.0 < 5.0 < 5.0Chlorobenzene 108907 µg kg-¹ M < 1.0 < 1.0 < 1.01,1,1,2-Tetrachloroethane 630206 µg kg-¹ M < 2.0 < 2.0 < 2.0

All tests undertaken between 20/03/2013 and 10/04/2013

* Accreditation status

This report should be interpreted in conjuction with the notes on the accompanying cover page.

Column page 1

Report page 6 of 13

LIMS sample ID range AI44366 to AI44382

¹The sample container/fill level was not appropriate for the specified analysis - these results may be compromised. The accreditation for these results remains unaffected.

Page 81: plandocs.tameside.gov.ukplandocs.tameside.gov.uk/anitepublicdocs/00198549.pdf · Description Shear strength parameters c kPa φ ° Apparent c kPa Undisturbed Single stage Remarks

AMENDED LABORATORY TEST REPORTResults of analysis of 14 samples

received 19 March 2013

TA7097- Silver Spring AcademyFAO

Soil Engineering Geoservices Ltd

Ian Swain

Parkside Lane

Dewsbury Road

Leeds

LS11 5SX Report Date

10 April 2013

226091AI44374

BH03

004

14/3/2013

1.00m

SOIL

2760 Dichloromethane 75092 µg kg-¹ N

trans-1,2-Dichloroethene 156605 µg kg-¹ U

1,1-Dichloroethane 75343 µg kg-¹ M

cis-1,2-Dichloroethene 156592 µg kg-¹ M

Bromochloromethane 74975 µg kg-¹ U

Trichloromethane 67663 µg kg-¹ M

1,1,1-Trichloroethane 71556 µg kg-¹ M

Tetrachloromethane 56235 µg kg-¹ M

1,1-Dichloropropene 563586 µg kg-¹ U

Benzene 71432 µg kg-¹ M

1,2-Dichloroethane 107062 µg kg-¹ U

Trichloroethene 79016 µg kg-¹ U

1,2-Dichloropropane 78875 µg kg-¹ U

Dibromomethane 74953 µg kg-¹ U

Bromodichloromethane 75274 µg kg-¹ U

cis-1,3-Dichloropropene 10061015 µg kg-¹ N

Toluene 108883 µg kg-¹ M

trans-1,3-Dichloropropene 10061026 µg kg-¹ N

1,1,2-Trichloroethane 79005 µg kg-¹ U

Tetrachloroethene 127184 µg kg-¹ M

1,3-Dichloropropane 142289 µg kg-¹ U

Dibromochloromethane 124481 µg kg-¹ U

1,2-Dibromoethane 106934 µg kg-¹ U

Chlorobenzene 108907 µg kg-¹ M

1,1,1,2-Tetrachloroethane 630206 µg kg-¹ M

* Accreditation status

This report should be interpreted in conjuction with the notes on the accompanying cover page.

Column page 2

Report page 6 of 13

LIMS sample ID range AI44366 to AI44382

¹The sample container/fill level was not appropriate for the specified analysis - these results may be compromised. The accreditation for these results remains unaffected.

Page 82: plandocs.tameside.gov.ukplandocs.tameside.gov.uk/anitepublicdocs/00198549.pdf · Description Shear strength parameters c kPa φ ° Apparent c kPa Undisturbed Single stage Remarks

AMENDED LABORATORY TEST REPORTResults of analysis of 14 samples

received 19 March 2013

TA7097- Silver Spring AcademyFAO

Soil Engineering Geoservices Ltd

Ian Swain

Parkside Lane

Dewsbury Road

Leeds

LS11 5SX Report Date

10 April 2013

226091AI44366 AI44368 AI44369 AI44370 AI44371 AI44373

BH02 BH02 BH02 BH02 BH03 BH03

001 004 006 011 001 003

13/3/2013 13/3/2013 13/3/2013 13/3/2013 14/3/2013 14/3/2013

0.00m 0.50m 1.00m 2.00m 0.00m 0.50m

SOIL SOIL SOIL SOIL SOIL SOIL

2760 Ethylbenzene 100414 µg kg-¹ M < 1.0 < 1.0 < 1.0m- & p-Xylene 1330207 µg kg-¹ U < 1.0 < 1.0 < 1.0o-Xylene 95476 µg kg-¹ U < 1.0 < 1.0 < 1.0Styrene 100425 µg kg-¹ U < 1.0 < 1.0 < 1.0Tribromomethane 75252 µg kg-¹ U < 10 < 10 < 10Isopropylbenzene 98828 µg kg-¹ U < 1.0 < 1.0 < 1.0Bromobenzene 108861 µg kg-¹ U < 1.0 < 1.0 < 1.01,2,3-Trichloropropane 96184 µg kg-¹ N < 50 < 50 < 50n-Propylbenzene 103651 µg kg-¹ U < 1.0 < 1.0 < 1.02-Chlorotoluene 95498 µg kg-¹ M < 1.0 < 1.0 < 1.01,2,4-Trimethylbenzene 95636 µg kg-¹ U < 1.0 < 1.0 < 1.04-Chlorotoluene 106434 µg kg-¹ U < 1.0 < 1.0 < 1.0tert-Butylbenzene 98066 µg kg-¹ U < 1.0 < 1.0 < 1.01,3,5-Trimethylbenzene 108678 µg kg-¹ U < 1.0 < 1.0 < 1.0sec-Butylbenzene 135988 µg kg-¹ U < 1.0 < 1.0 < 1.01,3-Dichlorobenzene 541731 µg kg-¹ U < 1.0 < 1.0 < 1.04-Isopropyltoluene 99876 µg kg-¹ U < 1.0 < 1.0 < 1.01,4-Dichlorobenzene 106467 µg kg-¹ U < 1.0 < 1.0 < 1.0n-Butylbenzene 104518 µg kg-¹ U < 1.0 < 1.0 < 1.01,2-Dichlorobenzene 95501 µg kg-¹ U < 1.0 < 1.0 < 1.01,2-Dibromo-3-chloropropane 96128 µg kg-¹ U < 50 < 50 < 501,2,4-Trichlorobenzene 120821 µg kg-¹ U < 1.0 < 1.0 < 1.0Hexachlorobutadiene 87683 µg kg-¹ U < 1.0 < 1.0 < 1.0Dichlorodifluoromethane 75718 µg kg-¹ N

Chloromethane 74873 µg kg-¹

All tests undertaken between 20/03/2013 and 10/04/2013

* Accreditation status

This report should be interpreted in conjuction with the notes on the accompanying cover page.

Column page 1

Report page 7 of 13

LIMS sample ID range AI44366 to AI44382

¹The sample container/fill level was not appropriate for the specified analysis - these results may be compromised. The accreditation for these results remains unaffected.

Page 83: plandocs.tameside.gov.ukplandocs.tameside.gov.uk/anitepublicdocs/00198549.pdf · Description Shear strength parameters c kPa φ ° Apparent c kPa Undisturbed Single stage Remarks

AMENDED LABORATORY TEST REPORTResults of analysis of 14 samples

received 19 March 2013

TA7097- Silver Spring AcademyFAO

Soil Engineering Geoservices Ltd

Ian Swain

Parkside Lane

Dewsbury Road

Leeds

LS11 5SX Report Date

10 April 2013

226091AI44374

BH03

004

14/3/2013

1.00m

SOIL

2760 Ethylbenzene 100414 µg kg-¹ M

m- & p-Xylene 1330207 µg kg-¹ U

o-Xylene 95476 µg kg-¹ U

Styrene 100425 µg kg-¹ U

Tribromomethane 75252 µg kg-¹ U

Isopropylbenzene 98828 µg kg-¹ U

Bromobenzene 108861 µg kg-¹ U

1,2,3-Trichloropropane 96184 µg kg-¹ N

n-Propylbenzene 103651 µg kg-¹ U

2-Chlorotoluene 95498 µg kg-¹ M

1,2,4-Trimethylbenzene 95636 µg kg-¹ U

4-Chlorotoluene 106434 µg kg-¹ U

tert-Butylbenzene 98066 µg kg-¹ U

1,3,5-Trimethylbenzene 108678 µg kg-¹ U

sec-Butylbenzene 135988 µg kg-¹ U

1,3-Dichlorobenzene 541731 µg kg-¹ U

4-Isopropyltoluene 99876 µg kg-¹ U

1,4-Dichlorobenzene 106467 µg kg-¹ U

n-Butylbenzene 104518 µg kg-¹ U

1,2-Dichlorobenzene 95501 µg kg-¹ U

1,2-Dibromo-3-chloropropane 96128 µg kg-¹ U

1,2,4-Trichlorobenzene 120821 µg kg-¹ U

Hexachlorobutadiene 87683 µg kg-¹ U

Dichlorodifluoromethane 75718 µg kg-¹ N < 0.10Chloromethane 74873 µg kg-¹ < 0.10

* Accreditation status

This report should be interpreted in conjuction with the notes on the accompanying cover page.

Column page 2

Report page 7 of 13

LIMS sample ID range AI44366 to AI44382

¹The sample container/fill level was not appropriate for the specified analysis - these results may be compromised. The accreditation for these results remains unaffected.

Page 84: plandocs.tameside.gov.ukplandocs.tameside.gov.uk/anitepublicdocs/00198549.pdf · Description Shear strength parameters c kPa φ ° Apparent c kPa Undisturbed Single stage Remarks

AMENDED LABORATORY TEST REPORTResults of analysis of 14 samples

received 19 March 2013

TA7097- Silver Spring AcademyFAO

Soil Engineering Geoservices Ltd

Ian Swain

Parkside Lane

Dewsbury Road

Leeds

LS11 5SX Report Date

10 April 2013

226091AI44366 AI44368 AI44369 AI44370 AI44371 AI44373

BH02 BH02 BH02 BH02 BH03 BH03

001 004 006 011 001 003

13/3/2013 13/3/2013 13/3/2013 13/3/2013 14/3/2013 14/3/2013

0.00m 0.50m 1.00m 2.00m 0.00m 0.50m

SOIL SOIL SOIL SOIL SOIL SOIL

2760 Vinyl chloride 75014 µg kg-¹ N

Bromomethane 74839 µg kg-¹ N

Chloroethane 75003 µg kg-¹ N

Trichlorofluoromethane 75694 µg kg-¹ N

1,1-Dichloroethene 75354 µg kg-¹ N

Dichloromethane 75092 µg kg-¹ N

trans-1,2-Dichloroethene 156605 µg kg-¹ N

1,1-Dichloroethane 75343 µg kg-¹ N

cis-1,2-Dichloroethene 156592 µg kg-¹ N

Bromochloromethane 74975 µg kg-¹ N

Trichloromethane 67663 µg kg-¹ N

1,1,1-Trichloroethane 71556 µg kg-¹ N

Tetrachloromethane 56235 µg kg-¹ N

1,1-Dichloropropene 563586 µg kg-¹ N

Benzene 71432 µg kg-¹ N

1,2-Dichloroethane 107062 µg kg-¹ N

Trichloroethene 79016 µg kg-¹ N

1,2-Dichloropropane 78875 µg kg-¹

Dibromomethane 74953 µg kg-¹ N

Bromodichloromethane 75274 µg kg-¹ N

cis-1,3-Dichloropropene 10061015 µg kg-¹ N

Toluene 108883 µg kg-¹ N

trans-1,3-Dichloropropene 10061026 µg kg-¹ N

1,1,2-Trichloroethane 79005 µg kg-¹ N

Tetrachloroethene 127184 µg kg-¹ N

All tests undertaken between 20/03/2013 and 10/04/2013

* Accreditation status

This report should be interpreted in conjuction with the notes on the accompanying cover page.

Column page 1

Report page 8 of 13

LIMS sample ID range AI44366 to AI44382

¹The sample container/fill level was not appropriate for the specified analysis - these results may be compromised. The accreditation for these results remains unaffected.

Page 85: plandocs.tameside.gov.ukplandocs.tameside.gov.uk/anitepublicdocs/00198549.pdf · Description Shear strength parameters c kPa φ ° Apparent c kPa Undisturbed Single stage Remarks

AMENDED LABORATORY TEST REPORTResults of analysis of 14 samples

received 19 March 2013

TA7097- Silver Spring AcademyFAO

Soil Engineering Geoservices Ltd

Ian Swain

Parkside Lane

Dewsbury Road

Leeds

LS11 5SX Report Date

10 April 2013

226091AI44374

BH03

004

14/3/2013

1.00m

SOIL

2760 Vinyl chloride 75014 µg kg-¹ N < 0.10Bromomethane 74839 µg kg-¹ N < 2.0Chloroethane 75003 µg kg-¹ N < 0.20Trichlorofluoromethane 75694 µg kg-¹ N < 0.101,1-Dichloroethene 75354 µg kg-¹ N < 0.10Dichloromethane 75092 µg kg-¹ N netrans-1,2-Dichloroethene 156605 µg kg-¹ N < 0.101,1-Dichloroethane 75343 µg kg-¹ N < 0.10cis-1,2-Dichloroethene 156592 µg kg-¹ N < 0.10Bromochloromethane 74975 µg kg-¹ N < 0.10Trichloromethane 67663 µg kg-¹ N < 0.101,1,1-Trichloroethane 71556 µg kg-¹ N < 0.10Tetrachloromethane 56235 µg kg-¹ N < 0.101,1-Dichloropropene 563586 µg kg-¹ N < 0.10Benzene 71432 µg kg-¹ N < 0.101,2-Dichloroethane 107062 µg kg-¹ N < 0.20Trichloroethene 79016 µg kg-¹ N < 0.101,2-Dichloropropane 78875 µg kg-¹ < 0.10Dibromomethane 74953 µg kg-¹ N < 1.0Bromodichloromethane 75274 µg kg-¹ N < 0.50cis-1,3-Dichloropropene 10061015 µg kg-¹ N < 1.0Toluene 108883 µg kg-¹ N < 0.10trans-1,3-Dichloropropene 10061026 µg kg-¹ N < 1.01,1,2-Trichloroethane 79005 µg kg-¹ N < 1.0Tetrachloroethene 127184 µg kg-¹ N < 0.10

* Accreditation status

This report should be interpreted in conjuction with the notes on the accompanying cover page.

Column page 2

Report page 8 of 13

LIMS sample ID range AI44366 to AI44382

¹The sample container/fill level was not appropriate for the specified analysis - these results may be compromised. The accreditation for these results remains unaffected.

Page 86: plandocs.tameside.gov.ukplandocs.tameside.gov.uk/anitepublicdocs/00198549.pdf · Description Shear strength parameters c kPa φ ° Apparent c kPa Undisturbed Single stage Remarks

AMENDED LABORATORY TEST REPORTResults of analysis of 14 samples

received 19 March 2013

TA7097- Silver Spring AcademyFAO

Soil Engineering Geoservices Ltd

Ian Swain

Parkside Lane

Dewsbury Road

Leeds

LS11 5SX Report Date

10 April 2013

226091AI44366 AI44368 AI44369 AI44370 AI44371 AI44373

BH02 BH02 BH02 BH02 BH03 BH03

001 004 006 011 001 003

13/3/2013 13/3/2013 13/3/2013 13/3/2013 14/3/2013 14/3/2013

0.00m 0.50m 1.00m 2.00m 0.00m 0.50m

SOIL SOIL SOIL SOIL SOIL SOIL

2760 1,3-Dichloropropane 142289 µg kg-¹ N

Dibromochloromethane 124481 µg kg-¹ N

1,2-Dibromoethane 106934 µg kg-¹ N

Chlorobenzene 108907 µg kg-¹ N

1,1,1,2-Tetrachloroethane 630206 µg kg-¹ N

Ethylbenzene 100414 µg kg-¹ N

m- & p-Xylene 1330207 µg kg-¹ N

o-Xylene 95476 µg kg-¹ N

Styrene 100425 µg kg-¹ N

Tribromomethane 75252 µg kg-¹ N

Isopropylbenzene 98828 µg kg-¹ N

Bromobenzene 108861 µg kg-¹ N

1,2,3-Trichloropropane 96184 µg kg-¹ N

n-Propylbenzene 103651 µg kg-¹ N

2-Chlorotoluene 95498 µg kg-¹ N

1,2,4-Trimethylbenzene 95636 µg kg-¹ N

4-Chlorotoluene 106434 µg kg-¹ N

tert-Butylbenzene 98066 µg kg-¹ N

1,3,5-Trimethylbenzene 108678 µg kg-¹ N

sec-Butylbenzene 135988 µg kg-¹ N

1,3-Dichlorobenzene 541731 µg kg-¹ N

4-Isopropyltoluene 99876 µg kg-¹ N

1,4-Dichlorobenzene 106467 µg kg-¹ N

n-Butylbenzene 104518 µg kg-¹ N

1,2-Dichlorobenzene 95501 µg kg-¹ N

All tests undertaken between 20/03/2013 and 10/04/2013

* Accreditation status

This report should be interpreted in conjuction with the notes on the accompanying cover page.

Column page 1

Report page 9 of 13

LIMS sample ID range AI44366 to AI44382

¹The sample container/fill level was not appropriate for the specified analysis - these results may be compromised. The accreditation for these results remains unaffected.

Page 87: plandocs.tameside.gov.ukplandocs.tameside.gov.uk/anitepublicdocs/00198549.pdf · Description Shear strength parameters c kPa φ ° Apparent c kPa Undisturbed Single stage Remarks

AMENDED LABORATORY TEST REPORTResults of analysis of 14 samples

received 19 March 2013

TA7097- Silver Spring AcademyFAO

Soil Engineering Geoservices Ltd

Ian Swain

Parkside Lane

Dewsbury Road

Leeds

LS11 5SX Report Date

10 April 2013

226091AI44374

BH03

004

14/3/2013

1.00m

SOIL

2760 1,3-Dichloropropane 142289 µg kg-¹ N < 0.20Dibromochloromethane 124481 µg kg-¹ N < 1.01,2-Dibromoethane 106934 µg kg-¹ N < 0.50Chlorobenzene 108907 µg kg-¹ N < 0.101,1,1,2-Tetrachloroethane 630206 µg kg-¹ N < 0.20Ethylbenzene 100414 µg kg-¹ N < 0.10m- & p-Xylene 1330207 µg kg-¹ N < 0.10o-Xylene 95476 µg kg-¹ N < 0.10Styrene 100425 µg kg-¹ N < 0.10Tribromomethane 75252 µg kg-¹ N < 1.0Isopropylbenzene 98828 µg kg-¹ N < 0.10Bromobenzene 108861 µg kg-¹ N < 0.101,2,3-Trichloropropane 96184 µg kg-¹ N < 0.50n-Propylbenzene 103651 µg kg-¹ N < 0.102-Chlorotoluene 95498 µg kg-¹ N < 0.101,2,4-Trimethylbenzene 95636 µg kg-¹ N < 0.104-Chlorotoluene 106434 µg kg-¹ N < 0.10tert-Butylbenzene 98066 µg kg-¹ N < 0.101,3,5-Trimethylbenzene 108678 µg kg-¹ N < 0.10sec-Butylbenzene 135988 µg kg-¹ N < 0.101,3-Dichlorobenzene 541731 µg kg-¹ N < 0.104-Isopropyltoluene 99876 µg kg-¹ N < 0.101,4-Dichlorobenzene 106467 µg kg-¹ N < 0.10n-Butylbenzene 104518 µg kg-¹ N < 0.101,2-Dichlorobenzene 95501 µg kg-¹ N < 0.10

* Accreditation status

This report should be interpreted in conjuction with the notes on the accompanying cover page.

Column page 2

Report page 9 of 13

LIMS sample ID range AI44366 to AI44382

¹The sample container/fill level was not appropriate for the specified analysis - these results may be compromised. The accreditation for these results remains unaffected.

Page 88: plandocs.tameside.gov.ukplandocs.tameside.gov.uk/anitepublicdocs/00198549.pdf · Description Shear strength parameters c kPa φ ° Apparent c kPa Undisturbed Single stage Remarks

AMENDED LABORATORY TEST REPORTResults of analysis of 14 samples

received 19 March 2013

TA7097- Silver Spring AcademyFAO

Soil Engineering Geoservices Ltd

Ian Swain

Parkside Lane

Dewsbury Road

Leeds

LS11 5SX Report Date

10 April 2013

226091AI44366 AI44368 AI44369 AI44370 AI44371 AI44373

BH02 BH02 BH02 BH02 BH03 BH03

001 004 006 011 001 003

13/3/2013 13/3/2013 13/3/2013 13/3/2013 14/3/2013 14/3/2013

0.00m 0.50m 1.00m 2.00m 0.00m 0.50m

SOIL SOIL SOIL SOIL SOIL SOIL

2760 1,2-Dibromo-3-chloropropane 96128 µg kg-¹ N

1,2,4-Trichlorobenzene 120821 µg kg-¹ N

Hexachlorobutadiene 87683 µg kg-¹ N

2790 1,3-Diclorobenzene mg kg-¹ < 0.5 < 0.5Phenol 108952 mg kg-¹ N < 0.05 < 0.05bis(2-Chloroethyl)ether 111444 mg kg-¹ N < 0.05 < 0.052-Chlorophenol 95578 mg kg-¹ N < 0.05 < 0.051,4-Dichlorobenzene 106467 mg kg-¹ N < 0.05 < 0.051,2-Dichlorobenzene 95501 mg kg-¹ N < 0.05 < 0.052-Methylphenol 95487 mg kg-¹ N < 0.05 < 0.05bis(2-Chloroisopropyl)ether 108601 mg kg-¹ N < 0.05 < 0.054-Methylphenol 106445 mg kg-¹ N < 0.05 < 0.05N-Nitrosodi-n-propylamine 621647 mg kg-¹ N < 0.05 < 0.05Hexachloroethane 67721 mg kg-¹ N < 0.05 < 0.05Nitrobenzene 98953 mg kg-¹ N < 0.05 < 0.05Isophorone 78591 mg kg-¹ N < 0.05 < 0.052-Nitrophenol 88755 mg kg-¹ N < 0.05 < 0.052,4-Dimethylphenol 105679 mg kg-¹ N < 0.05 < 0.05bis(2-Chloroethoxy)methane 111911 mg kg-¹ N < 0.05 < 0.052,4-Dichlorophenol 120832 mg kg-¹ N < 0.05 < 0.051,2,4-Trichlorobenzene 120821 mg kg-¹ N < 0.05 < 0.05Naphthalene 91203 mg kg-¹ N < 0.05 < 0.054-Chloroaniline 106478 mg kg-¹ N < 0.05 < 0.05Hexachlorobutadiene 87683 mg kg-¹ N < 0.05 < 0.054-Chloro-3-methylphenol 59507 mg kg-¹ N < 0.05 < 0.05

All tests undertaken between 20/03/2013 and 10/04/2013

* Accreditation status

This report should be interpreted in conjuction with the notes on the accompanying cover page.

Column page 1

Report page 10 of 13

LIMS sample ID range AI44366 to AI44382

¹The sample container/fill level was not appropriate for the specified analysis - these results may be compromised. The accreditation for these results remains unaffected.

Page 89: plandocs.tameside.gov.ukplandocs.tameside.gov.uk/anitepublicdocs/00198549.pdf · Description Shear strength parameters c kPa φ ° Apparent c kPa Undisturbed Single stage Remarks

AMENDED LABORATORY TEST REPORTResults of analysis of 14 samples

received 19 March 2013

TA7097- Silver Spring AcademyFAO

Soil Engineering Geoservices Ltd

Ian Swain

Parkside Lane

Dewsbury Road

Leeds

LS11 5SX Report Date

10 April 2013

226091AI44374

BH03

004

14/3/2013

1.00m

SOIL

2760 1,2-Dibromo-3-chloropropane 96128 µg kg-¹ N < 5.01,2,4-Trichlorobenzene 120821 µg kg-¹ N < 0.10Hexachlorobutadiene 87683 µg kg-¹ N < 0.10

2790 1,3-Diclorobenzene mg kg-¹

Phenol 108952 mg kg-¹ N

bis(2-Chloroethyl)ether 111444 mg kg-¹ N

2-Chlorophenol 95578 mg kg-¹ N

1,4-Dichlorobenzene 106467 mg kg-¹ N

1,2-Dichlorobenzene 95501 mg kg-¹ N

2-Methylphenol 95487 mg kg-¹ N

bis(2-Chloroisopropyl)ether 108601 mg kg-¹ N

4-Methylphenol 106445 mg kg-¹ N

N-Nitrosodi-n-propylamine 621647 mg kg-¹ N

Hexachloroethane 67721 mg kg-¹ N

Nitrobenzene 98953 mg kg-¹ N

Isophorone 78591 mg kg-¹ N

2-Nitrophenol 88755 mg kg-¹ N

2,4-Dimethylphenol 105679 mg kg-¹ N

bis(2-Chloroethoxy)methane 111911 mg kg-¹ N

2,4-Dichlorophenol 120832 mg kg-¹ N

1,2,4-Trichlorobenzene 120821 mg kg-¹ N

Naphthalene 91203 mg kg-¹ N

4-Chloroaniline 106478 mg kg-¹ N

Hexachlorobutadiene 87683 mg kg-¹ N

4-Chloro-3-methylphenol 59507 mg kg-¹ N

* Accreditation status

This report should be interpreted in conjuction with the notes on the accompanying cover page.

Column page 2

Report page 10 of 13

LIMS sample ID range AI44366 to AI44382

¹The sample container/fill level was not appropriate for the specified analysis - these results may be compromised. The accreditation for these results remains unaffected.

Page 90: plandocs.tameside.gov.ukplandocs.tameside.gov.uk/anitepublicdocs/00198549.pdf · Description Shear strength parameters c kPa φ ° Apparent c kPa Undisturbed Single stage Remarks

AMENDED LABORATORY TEST REPORTResults of analysis of 14 samples

received 19 March 2013

TA7097- Silver Spring AcademyFAO

Soil Engineering Geoservices Ltd

Ian Swain

Parkside Lane

Dewsbury Road

Leeds

LS11 5SX Report Date

10 April 2013

226091AI44366 AI44368 AI44369 AI44370 AI44371 AI44373

BH02 BH02 BH02 BH02 BH03 BH03

001 004 006 011 001 003

13/3/2013 13/3/2013 13/3/2013 13/3/2013 14/3/2013 14/3/2013

0.00m 0.50m 1.00m 2.00m 0.00m 0.50m

SOIL SOIL SOIL SOIL SOIL SOIL

2790 2-Methylnaphthalene 91576 mg kg-¹ N < 0.05 < 0.05Hexachlorocyclopentadiene 77474 mg kg-¹ N < 0.05 < 0.052,4,6-Trichlorophenol 88062 mg kg-¹ N < 0.05 < 0.052,4,5-Trichlorophenol 95954 mg kg-¹ N < 0.05 < 0.052-Chloronaphthalene 91587 mg kg-¹ N < 0.05 < 0.052-Nitroaniline 88744 mg kg-¹ N < 0.05 < 0.05Dimethylphthalate 131113 mg kg-¹ N < 0.05 < 0.052,6-Dinitrotoluene 606202 mg kg-¹ N < 0.05 < 0.05Acenaphthylene 208968 mg kg-¹ N < 0.05 < 0.053-Nitroaniline 99092 mg kg-¹ N < 0.05 < 0.05Acenaphthene 83329 mg kg-¹ N < 0.05 0.12Dibenzofuran 132649 mg kg-¹ N < 0.05 < 0.052,4-Dinitrotoluene 121142 mg kg-¹ N < 0.05 < 0.05Diethylphthalate 84662 mg kg-¹ N < 0.05 < 0.05Fluorene 86737 mg kg-¹ N < 0.05 0.164-Chlorophenylphenylether 7005723 mg kg-¹ N < 0.05 < 0.054-Nitroaniline 100016 mg kg-¹ N < 0.05 < 0.052-Methyl-4,6-dinitrophenol 534521 mg kg-¹ N < 0.05 < 0.05Azobenzene 103333 mg kg-¹ N < 0.05 < 0.054-Bromophenylphenylether 101553 mg kg-¹ N < 0.05 < 0.05Hexachlorobenzene 118741 mg kg-¹ N < 0.05 < 0.05Pentachlorophenol 87865 mg kg-¹ N < 0.05 < 0.05Phenanthrene 85018 mg kg-¹ N < 0.05 2.4Anthracene 120127 mg kg-¹ N < 0.05 1.2Carbazole 86748 mg kg-¹ N < 0.05 0.15

All tests undertaken between 20/03/2013 and 10/04/2013

* Accreditation status

This report should be interpreted in conjuction with the notes on the accompanying cover page.

Column page 1

Report page 11 of 13

LIMS sample ID range AI44366 to AI44382

¹The sample container/fill level was not appropriate for the specified analysis - these results may be compromised. The accreditation for these results remains unaffected.

Page 91: plandocs.tameside.gov.ukplandocs.tameside.gov.uk/anitepublicdocs/00198549.pdf · Description Shear strength parameters c kPa φ ° Apparent c kPa Undisturbed Single stage Remarks

AMENDED LABORATORY TEST REPORTResults of analysis of 14 samples

received 19 March 2013

TA7097- Silver Spring AcademyFAO

Soil Engineering Geoservices Ltd

Ian Swain

Parkside Lane

Dewsbury Road

Leeds

LS11 5SX Report Date

10 April 2013

226091AI44374

BH03

004

14/3/2013

1.00m

SOIL

2790 2-Methylnaphthalene 91576 mg kg-¹ N

Hexachlorocyclopentadiene 77474 mg kg-¹ N

2,4,6-Trichlorophenol 88062 mg kg-¹ N

2,4,5-Trichlorophenol 95954 mg kg-¹ N

2-Chloronaphthalene 91587 mg kg-¹ N

2-Nitroaniline 88744 mg kg-¹ N

Dimethylphthalate 131113 mg kg-¹ N

2,6-Dinitrotoluene 606202 mg kg-¹ N

Acenaphthylene 208968 mg kg-¹ N

3-Nitroaniline 99092 mg kg-¹ N

Acenaphthene 83329 mg kg-¹ N

Dibenzofuran 132649 mg kg-¹ N

2,4-Dinitrotoluene 121142 mg kg-¹ N

Diethylphthalate 84662 mg kg-¹ N

Fluorene 86737 mg kg-¹ N

4-Chlorophenylphenylether 7005723 mg kg-¹ N

4-Nitroaniline 100016 mg kg-¹ N

2-Methyl-4,6-dinitrophenol 534521 mg kg-¹ N

Azobenzene 103333 mg kg-¹ N

4-Bromophenylphenylether 101553 mg kg-¹ N

Hexachlorobenzene 118741 mg kg-¹ N

Pentachlorophenol 87865 mg kg-¹ N

Phenanthrene 85018 mg kg-¹ N

Anthracene 120127 mg kg-¹ N

Carbazole 86748 mg kg-¹ N

* Accreditation status

This report should be interpreted in conjuction with the notes on the accompanying cover page.

Column page 2

Report page 11 of 13

LIMS sample ID range AI44366 to AI44382

¹The sample container/fill level was not appropriate for the specified analysis - these results may be compromised. The accreditation for these results remains unaffected.

Page 92: plandocs.tameside.gov.ukplandocs.tameside.gov.uk/anitepublicdocs/00198549.pdf · Description Shear strength parameters c kPa φ ° Apparent c kPa Undisturbed Single stage Remarks

AMENDED LABORATORY TEST REPORTResults of analysis of 14 samples

received 19 March 2013

TA7097- Silver Spring AcademyFAO

Soil Engineering Geoservices Ltd

Ian Swain

Parkside Lane

Dewsbury Road

Leeds

LS11 5SX Report Date

10 April 2013

226091AI44366 AI44368 AI44369 AI44370 AI44371 AI44373

BH02 BH02 BH02 BH02 BH03 BH03

001 004 006 011 001 003

13/3/2013 13/3/2013 13/3/2013 13/3/2013 14/3/2013 14/3/2013

0.00m 0.50m 1.00m 2.00m 0.00m 0.50m

SOIL SOIL SOIL SOIL SOIL SOIL

2790 Di-n-butylphthalate 84742 mg kg-¹ N < 0.05 < 0.05Fluoranthene 206440 mg kg-¹ N 0.17 6.3Pyrene 129000 mg kg-¹ N 0.17 6.0Butylbenzylphthalate 85687 mg kg-¹ N < 0.05 < 0.05Benzo[a]anthracene 56553 mg kg-¹ N < 0.05 2.9Chrysene 218019 mg kg-¹ N < 0.05 2.4bis(2-Ethylhexyl)phthalate 117817 mg kg-¹ N < 0.05 < 0.05Di-n-octylphthalate 117840 mg kg-¹ N < 0.05 < 0.05Benzo[b]fluoranthene 205992 mg kg-¹ N < 0.05 2.9Benzo[k]fluoranthene 207089 mg kg-¹ N < 0.05 0.95Benzo[a]pyrene 50328 mg kg-¹ N < 0.05 2.5Indeno[1,2,3-cd]pyrene 193395 mg kg-¹ N < 0.05 1.0Dibenzo[a,h]anthracene 53703 mg kg-¹ N < 0.05 < 0.05Benzo[g,h,i]perylene 191242 mg kg-¹ N < 0.05 1.22,4-Dinitrophenol 51285 mg kg-¹ N < 0.5 < 0.54-Nitrophenol 100027 mg kg-¹ N < 0.5 < 0.5

2792 Tentatively Identified Compounds mg kg-¹ Not detected Not detected2800 Naphthalene 91203 mg kg-¹ M <0.10 0.18 0.19 <0.10 0.13

Acenaphthylene 208968 mg kg-¹ N 0.82 0.1 <0.10 0.9 0.23Acenaphthene 83329 mg kg-¹ M <0.10 <0.10 <0.10 0.3 0.6Fluorene 86737 mg kg-¹ M <0.10 <0.10 <0.10 0.42 1.1Phenanthrene 85018 mg kg-¹ M 2.7 0.82 0.16 0.94 16Anthracene 120127 mg kg-¹ M 0.78 0.35 <0.10 0.51 5.3Fluoranthene 206440 mg kg-¹ M 1.3 3 0.3 0.55 28Pyrene 129000 mg kg-¹ M 0.88 2.8 0.32 1.1 25

All tests undertaken between 20/03/2013 and 10/04/2013

* Accreditation status

This report should be interpreted in conjuction with the notes on the accompanying cover page.

Column page 1

Report page 12 of 13

LIMS sample ID range AI44366 to AI44382

¹The sample container/fill level was not appropriate for the specified analysis - these results may be compromised. The accreditation for these results remains unaffected.

Page 93: plandocs.tameside.gov.ukplandocs.tameside.gov.uk/anitepublicdocs/00198549.pdf · Description Shear strength parameters c kPa φ ° Apparent c kPa Undisturbed Single stage Remarks

AMENDED LABORATORY TEST REPORTResults of analysis of 14 samples

received 19 March 2013

TA7097- Silver Spring AcademyFAO

Soil Engineering Geoservices Ltd

Ian Swain

Parkside Lane

Dewsbury Road

Leeds

LS11 5SX Report Date

10 April 2013

226091AI44374

BH03

004

14/3/2013

1.00m

SOIL

2790 Di-n-butylphthalate 84742 mg kg-¹ N

Fluoranthene 206440 mg kg-¹ N

Pyrene 129000 mg kg-¹ N

Butylbenzylphthalate 85687 mg kg-¹ N

Benzo[a]anthracene 56553 mg kg-¹ N

Chrysene 218019 mg kg-¹ N

bis(2-Ethylhexyl)phthalate 117817 mg kg-¹ N

Di-n-octylphthalate 117840 mg kg-¹ N

Benzo[b]fluoranthene 205992 mg kg-¹ N

Benzo[k]fluoranthene 207089 mg kg-¹ N

Benzo[a]pyrene 50328 mg kg-¹ N

Indeno[1,2,3-cd]pyrene 193395 mg kg-¹ N

Dibenzo[a,h]anthracene 53703 mg kg-¹ N

Benzo[g,h,i]perylene 191242 mg kg-¹ N

2,4-Dinitrophenol 51285 mg kg-¹ N

4-Nitrophenol 100027 mg kg-¹ N

2792 Tentatively Identified Compounds mg kg-¹

2800 Naphthalene 91203 mg kg-¹ M <0.10Acenaphthylene 208968 mg kg-¹ N <0.10Acenaphthene 83329 mg kg-¹ M <0.10Fluorene 86737 mg kg-¹ M <0.10Phenanthrene 85018 mg kg-¹ M <0.10Anthracene 120127 mg kg-¹ M <0.10Fluoranthene 206440 mg kg-¹ M 0.27Pyrene 129000 mg kg-¹ M 0.2

* Accreditation status

This report should be interpreted in conjuction with the notes on the accompanying cover page.

Column page 2

Report page 12 of 13

LIMS sample ID range AI44366 to AI44382

¹The sample container/fill level was not appropriate for the specified analysis - these results may be compromised. The accreditation for these results remains unaffected.

Page 94: plandocs.tameside.gov.ukplandocs.tameside.gov.uk/anitepublicdocs/00198549.pdf · Description Shear strength parameters c kPa φ ° Apparent c kPa Undisturbed Single stage Remarks

AMENDED LABORATORY TEST REPORTResults of analysis of 14 samples

received 19 March 2013

TA7097- Silver Spring AcademyFAO

Soil Engineering Geoservices Ltd

Ian Swain

Parkside Lane

Dewsbury Road

Leeds

LS11 5SX Report Date

10 April 2013

226091AI44366 AI44368 AI44369 AI44370 AI44371 AI44373

BH02 BH02 BH02 BH02 BH03 BH03

001 004 006 011 001 003

13/3/2013 13/3/2013 13/3/2013 13/3/2013 14/3/2013 14/3/2013

0.00m 0.50m 1.00m 2.00m 0.00m 0.50m

SOIL SOIL SOIL SOIL SOIL SOIL

2800 Benzo[a]anthracene 56553 mg kg-¹ M <0.10 1.5 0.15 0.64 13Chrysene 218019 mg kg-¹ M <0.10 1.2 <0.10 0.55 9.9Benzo[b]fluoranthene 205992 mg kg-¹ M <0.10 1.4 <0.10 2.3 11Benzo[k]fluoranthene 207089 mg kg-¹ N <0.10 0.45 <0.10 0.51 3.4Benzo[a]pyrene 50328 mg kg-¹ M <0.10 0.94 <0.10 1.9 9.1Dibenzo[a,h]anthracene 53703 mg kg-¹ N <0.10 <0.10 <0.10 <0.10 0.89Indeno[1,2,3-cd]pyrene 193395 mg kg-¹ M <0.10 0.43 <0.10 0.66 4.3Benzo[g,h,i]perylene 191242 mg kg-¹ M <0.10 0.43 <0.10 0.66 4.6Total (of 16) PAHs mg kg-¹ N 6.5 14 <2.0 12 130

2920 Phenols (total) mg kg-¹ N <0.3 <0.3 <0.3 <0.3 <0.3 <0.3

All tests undertaken between 20/03/2013 and 10/04/2013

* Accreditation status

This report should be interpreted in conjuction with the notes on the accompanying cover page.

Column page 1

Report page 13 of 13

LIMS sample ID range AI44366 to AI44382

¹The sample container/fill level was not appropriate for the specified analysis - these results may be compromised. The accreditation for these results remains unaffected.

Page 95: plandocs.tameside.gov.ukplandocs.tameside.gov.uk/anitepublicdocs/00198549.pdf · Description Shear strength parameters c kPa φ ° Apparent c kPa Undisturbed Single stage Remarks

AMENDED LABORATORY TEST REPORTResults of analysis of 14 samples

received 19 March 2013

TA7097- Silver Spring AcademyFAO

Soil Engineering Geoservices Ltd

Ian Swain

Parkside Lane

Dewsbury Road

Leeds

LS11 5SX Report Date

10 April 2013

226091AI44374

BH03

004

14/3/2013

1.00m

SOIL

2800 Benzo[a]anthracene 56553 mg kg-¹ M <0.10Chrysene 218019 mg kg-¹ M <0.10Benzo[b]fluoranthene 205992 mg kg-¹ M <0.10Benzo[k]fluoranthene 207089 mg kg-¹ N <0.10Benzo[a]pyrene 50328 mg kg-¹ M <0.10Dibenzo[a,h]anthracene 53703 mg kg-¹ N <0.10Indeno[1,2,3-cd]pyrene 193395 mg kg-¹ M <0.10Benzo[g,h,i]perylene 191242 mg kg-¹ M <0.10Total (of 16) PAHs mg kg-¹ N <2.0

2920 Phenols (total) mg kg-¹ N <0.3

* Accreditation status

This report should be interpreted in conjuction with the notes on the accompanying cover page.

Column page 2

Report page 13 of 13

LIMS sample ID range AI44366 to AI44382

¹The sample container/fill level was not appropriate for the specified analysis - these results may be compromised. The accreditation for these results remains unaffected.

Page 96: plandocs.tameside.gov.ukplandocs.tameside.gov.uk/anitepublicdocs/00198549.pdf · Description Shear strength parameters c kPa φ ° Apparent c kPa Undisturbed Single stage Remarks

FAO Ian Swain

11 April 2013

Parkside Lane

Dewsbury Road

Soil Engineering Geoservices Ltd

Leeds

LS11 5SX

Depot Road

Newmarket

CB8 0AL

Tel: 01638 606070

Dear Ian Swain

Test Report Number 226091

Your Project Reference TA7097- Silver Spring Academy

Please find enclosed the results of analysis for the samples received 19 March 2013.

If you require any further assistance, please do not hesitate to contact the Customer Services

team.

Yours sincerely

Darrell Hall, Director

2183

Notes to accompany report:

• The in-house procedure is employed to identify materials and fibres in soils

• The sample is examined by stereo-binocular and polarised light microscopy

• Sample size is reduced by coning and quartering to obtain a representative sub-sample if necessary

• The bulk identification is in accordance with the requirements of the analyst guide (HSG 248)

• Samples associated with asbestos are retained for six months

• The results relate only to the items tested as supplied by the client

• Comments or interpretations are beyond the scope of UKAS accreditation

Newmarket • Coventry • Dublin

Registered in England & Wales - Registration Number 6511736 - Registered Office: 11 Depot Road Newmarket Suffolk CB8 0AL

Test Report Cover Sheet226091

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LABORATORY TEST REPORT

Report Date

17 April 2013

Results of analysis of 5 samples

received 19 March 2013

TA7097- Silver Spring AcademyFAO Ian Swain

Parkside Lane

Dewsbury Road

Leeds

LS11 5SX

Soil Engineering Geoservices Ltd

Asbestos in Soils

Login Batch No:

Chemtest ID Sample ID Sample Desc

SOP 2190

ACM Type Asbestos Identification

AI44368 BH02 004 0.50 - No Asbestos DetectedAI44369 BH02 006 1.00 - No Asbestos DetectedAI44370 BH02 011 2.00 - No Asbestos DetectedAI44373 BH03 003 0.50 - No Asbestos DetectedAI44374 BH03 004 1.00 - No Asbestos Detected

Depth (m)

226091

Qualitative Results

The detection limit for this method is 0.001%

Steve McGrath

Asbestos Analyst

Signed

All tests undertaken between 27-Mar-2013 and 28-Mar-2013 Report page 1 of 1

LIMS sample ID range AI44368 to AI44374

Page 98: plandocs.tameside.gov.ukplandocs.tameside.gov.uk/anitepublicdocs/00198549.pdf · Description Shear strength parameters c kPa φ ° Apparent c kPa Undisturbed Single stage Remarks

FAO R Grosswell

11 April 2013

Parkside Lane

Dewsbury Road

Soil Engineering Geoservices Ltd

Leeds

LS11 5SX

Depot Road

Newmarket

CB8 0AL

Tel: 01638 606070

Dear R Grosswell

Test Report Number 226475

Your Project Reference TA7097- Silver Spring Academy

Please find enclosed the results of analysis for the samples received 25 March 2013.

All soil samples will be retained for a period of one month and all water samples will be retained for

7 days following the date of the test report. Should you require an extended retention period then

please detail your requirements in an email to [email protected]. Please be

aware that charges may be applicable for extended sample storage.

If you require any further assistance, please do not hesitate to contact the Customer Services

team.

Yours sincerely

Keith Jones, Technical Manager

Notes to accompany report:

• The sign < means 'less than'

• Tests marked 'U' hold UKAS accreditation

• Tests marked 'M' hold MCertS (and UKAS) accreditation

• Tests marked 'N' do not currently hold UKAS accreditation

• Tests marked 'S' were subcontracted to an approved laboratory

• n/e means 'not evaluated'

• i/s means 'insufficient sample'

• u/s means 'unsuitable sample'

• Comments or interpretations are beyond the scope of UKAS accreditation

• The results relate only to the items tested

• All results are expressed on a dry weight basis

• The following tests were analysed on samples as received and the results subsequently

corrected to a dry weight basis TPH, BTEX, VOCs, SVOCs, PCBs, phenols

• For all other tests the samples were dried at < 37°C prior to analysis

• Uncertainties of measurement for the determinands tested are available upon request

• None of the test results included in this report have been recovery corrected

2183

Newmarket • Coventry • Dublin

Registered in England & Wales - Registration Number 6511736 - Registered Office: 11 Depot Road Newmarket Suffolk CB8 0AL

Test Report Cover Sheet226475

Page 99: plandocs.tameside.gov.ukplandocs.tameside.gov.uk/anitepublicdocs/00198549.pdf · Description Shear strength parameters c kPa φ ° Apparent c kPa Undisturbed Single stage Remarks

LABORATORY TEST REPORTResults of analysis of 10 samples

received 25 March 2013

TA7097- Silver Spring AcademyFAO

Soil Engineering Geoservices Ltd

R Grosswell

Parkside Lane

Dewsbury Road

Leeds

LS11 5SX Report Date

11 April 2013

226475AI46827 AI46828 AI46829 AI46830 AI46831 AI46832

BH01 BH01 WS01 WS02 WS02 WS03

007 015 009 007 012 004

12/3/2013 12/3/2013 11/3/2013 12/3/2013 12/3/2013 12/3/2013

1.20m 3.00m 2.00m 1.50m 3.30m 0.50m

SOIL SOIL SOIL SOIL SOIL SOIL

2010 pH 2.5 to 1 PH 6.0 7.5 7.5 6.2 8.2 9.32175 Sulfur (total TRL report 447) % M 0.29 0.04 0.242625 Organic matter % M 1.22120 Sulfate (2:1 water soluble) as SO4 14808798 g l-¹ M 0.25 0.12 <0.01 <0.01 <0.01 0.222430 Sulfate (total BS1377 HCl extract) 14808798 % M 0.12 <0.01 0.17

*UnitsiCAS NoiDeterminandiSOPi

Matrix

Depth

Sample No

Sample ID

Chemtest LIMS ID

Login Batch No

Sampling Date

All tests undertaken between 26/03/2013 and 04/04/2013

* Accreditation status

This report should be interpreted in conjuction with the notes on the accompanying cover page.

Column page 1

Report page 1 of 1

LIMS sample ID range AI46827 to AI46837

Page 100: plandocs.tameside.gov.ukplandocs.tameside.gov.uk/anitepublicdocs/00198549.pdf · Description Shear strength parameters c kPa φ ° Apparent c kPa Undisturbed Single stage Remarks

LABORATORY TEST REPORTResults of analysis of 10 samples

received 25 March 2013

TA7097- Silver Spring AcademyFAO

Soil Engineering Geoservices Ltd

R Grosswell

Parkside Lane

Dewsbury Road

Leeds

LS11 5SX Report Date

11 April 2013

226475AI46833 AI46834 AI46835 AI46837

BH02 BH02 BH03 BH03

002 014 007 023

13/3/2013 13/3/2013 14/3/2013 14/3/2013

0.20m 2.80m 1.80m 6.80m

SOIL SOIL SOIL SOIL

2010 pH 2.5 to 1 PH 8.7 7.8 7.1 8.32175 Sulfur (total TRL report 447) % M 0.11 0.042625 Organic matter % M 1.0 2.12120 Sulfate (2:1 water soluble) as SO4 14808798 g l-¹ M 0.02 <0.01 0.01 0.032430 Sulfate (total BS1377 HCl extract) 14808798 % M 0.05 0.01

*UnitsiCAS NoiDeterminandiSOPi

Matrix

Depth

Sample No

Sample ID

Chemtest LIMS ID

Login Batch No

Sampling Date

* Accreditation status

This report should be interpreted in conjuction with the notes on the accompanying cover page.

Column page 2

Report page 1 of 1

LIMS sample ID range AI46827 to AI46837

Page 101: plandocs.tameside.gov.ukplandocs.tameside.gov.uk/anitepublicdocs/00198549.pdf · Description Shear strength parameters c kPa φ ° Apparent c kPa Undisturbed Single stage Remarks

FAO Ian Swain

10 April 2013

Parkside Lane

Dewsbury Road

Soil Engineering Geoservices Ltd

Leeds

LS11 5SX

Depot Road

Newmarket

CB8 0AL

Tel: 01638 606070

Dear Ian Swain

Test Report Number 226900

Your Project Reference TA7097 - Silver Springs Primary Academy

Please find enclosed the results of analysis for the samples received 2 April 2013.

All soil samples will be retained for a period of one month and all water samples will be retained for

7 days following the date of the test report. Should you require an extended retention period then

please detail your requirements in an email to [email protected]. Please be

aware that charges may be applicable for extended sample storage.

If you require any further assistance, please do not hesitate to contact the Customer Services

team.

Yours sincerely

Keith Jones, Technical Manager

Notes to accompany report:

• The sign < means 'less than'

• Tests marked 'U' hold UKAS accreditation

• Tests marked 'M' hold MCertS (and UKAS) accreditation

• Tests marked 'N' do not currently hold UKAS accreditation

• Tests marked 'S' were subcontracted to an approved laboratory

• n/e means 'not evaluated'

• i/s means 'insufficient sample'

• u/s means 'unsuitable sample'

• Comments or interpretations are beyond the scope of UKAS accreditation

• The results relate only to the items tested

• All results are expressed on a dry weight basis

• The following tests were analysed on samples as received and the results subsequently

corrected to a dry weight basis TPH, BTEX, VOCs, SVOCs, PCBs, phenols

• For all other tests the samples were dried at < 37°C prior to analysis

• Uncertainties of measurement for the determinands tested are available upon request

• None of the test results included in this report have been recovery corrected

2183

Newmarket • Coventry • Dublin

Registered in England & Wales - Registration Number 6511736 - Registered Office: 11 Depot Road Newmarket Suffolk CB8 0AL

Test Report Cover Sheet226900

Page 102: plandocs.tameside.gov.ukplandocs.tameside.gov.uk/anitepublicdocs/00198549.pdf · Description Shear strength parameters c kPa φ ° Apparent c kPa Undisturbed Single stage Remarks

LABORATORY TEST REPORTResults of analysis of 1 sample

received 2 April 2013

TA7097 - Silver Springs Primary AcademyFAO

Soil Engineering Geoservices Ltd

Ian Swain

Parkside Lane

Dewsbury Road

Leeds

LS11 5SX Report Date

10 April 2013

226900AI49902

BH02

MW01

28/3/2013

1.74m

WATER

1010 pH PH U 7.61180 Sulfur 7704349 mg l-¹ N 371220 Chloride 16887006 mg l-¹ U 65

Ammoniacal Nitrogen AMM_NITROG mg l-¹ U 0.091300 Cyanide (total) 57125 mg l-¹ U < 0.05

Cyanide (free) 57125 mg l-¹ U < 0.05Thiocyanate 302045 mg l-¹ U < 0.5

1325 Sulfide 18496258 mg l-¹ U <0.0501470 Iron (dissolved) 7439896 µg l-¹ N 3601415 Calcium 7440702 mg l-¹ U 130

Magnesium 7439954 mg l-¹ U 371220 Sulfate 14808798 mg l-¹ U 1101450 Arsenic 7440382 µg l-¹ U 1.3

Boron 7440428 µg l-¹ U 260Barium 7440393 µg l-¹ U 74Beryllium 7440417 µg l-¹ U <1.0Cadmium 7440439 µg l-¹ U <0.080Chromium 7440473 µg l-¹ U <1.0Copper 7440508 µg l-¹ U <1.0Mercury 7439976 µg l-¹ U <0.50Manganese 7439965 µg l-¹ U 990Nickel 7440020 µg l-¹ U 1.3Lead 7439921 µg l-¹ U <1.0Selenium 7782492 µg l-¹ U 1.9

*UnitsiCAS NoiDeterminandiSOPi

Matrix

Depth

Sample No

Sample ID

Chemtest LIMS ID

Login Batch No

Sampling Date

All tests undertaken between 03/04/2013 and 10/04/2013

* Accreditation status

This report should be interpreted in conjuction with the notes on the accompanying cover page.

Column page 1

Report page 1 of 3

LIMS sample ID range AI49902 to AI49902

Page 103: plandocs.tameside.gov.ukplandocs.tameside.gov.uk/anitepublicdocs/00198549.pdf · Description Shear strength parameters c kPa φ ° Apparent c kPa Undisturbed Single stage Remarks

LABORATORY TEST REPORTResults of analysis of 1 sample

received 2 April 2013

TA7097 - Silver Springs Primary AcademyFAO

Soil Engineering Geoservices Ltd

Ian Swain

Parkside Lane

Dewsbury Road

Leeds

LS11 5SX Report Date

10 April 2013

226900AI49902

BH02

MW01

28/3/2013

1.74m

WATER

1450 Vanadium 7440622 µg l-¹ U <1.0Zinc 7440666 µg l-¹ U 3.9

1700 Naphthalene 91203 µg l-¹ N <0.01Acenaphthylene 208968 µg l-¹ N <0.01Acenaphthene 83329 µg l-¹ N <0.01Fluorene 86737 µg l-¹ N <0.01Phenanthrene 85018 µg l-¹ N <0.01Anthracene 120127 µg l-¹ N <0.01Fluoranthene 206440 µg l-¹ N <0.01Pyrene 129000 µg l-¹ N <0.01Benzo[a]anthracene 56553 µg l-¹ N <0.01Chrysene 218019 µg l-¹ N <0.01Benzo[b]fluoranthene 205992 µg l-¹ N <0.01Benzo[k]fluoranthene 207089 µg l-¹ N <0.01Benzo[a]pyrene 50328 µg l-¹ N <0.01Dibenzo[a,h]anthracene 53703 µg l-¹ N <0.01Indeno[1,2,3-cd]pyrene 193395 µg l-¹ N <0.01Benzo[g,h,i]perylene 191242 µg l-¹ N <0.01Total (of 16) PAHs µg l-¹ N <0.2

1760 Benzene 71432 µg l-¹ U <1.0Toluene 108883 µg l-¹ U <1.0Ethylbenzene 100414 µg l-¹ U <1.0m- & p-Xylene 1330207 µg l-¹ U <1.0o-Xylene 95476 µg l-¹ U <1.0

1900 2-sec-Butyl-4,6-dinitrophenol 88857 mg l-¹ N <0.0002

All tests undertaken between 03/04/2013 and 10/04/2013

* Accreditation status

This report should be interpreted in conjuction with the notes on the accompanying cover page.

Column page 1

Report page 2 of 3

LIMS sample ID range AI49902 to AI49902

Page 104: plandocs.tameside.gov.ukplandocs.tameside.gov.uk/anitepublicdocs/00198549.pdf · Description Shear strength parameters c kPa φ ° Apparent c kPa Undisturbed Single stage Remarks

LABORATORY TEST REPORTResults of analysis of 1 sample

received 2 April 2013

TA7097 - Silver Springs Primary AcademyFAO

Soil Engineering Geoservices Ltd

Ian Swain

Parkside Lane

Dewsbury Road

Leeds

LS11 5SX Report Date

10 April 2013

226900AI49902

BH02

MW01

28/3/2013

1.74m

WATER

1900 4-Chloro-3-methylphenol 59507 mg l-¹ N <0.00022-Chlorophenol 95578 mg l-¹ N <0.00022,4-Dichlorophenol 120832 mg l-¹ N <0.00022,6-Dichlorophenol 87650 mg l-¹ N <0.00022,4-Dimethylphenol 105679 mg l-¹ N <0.00022,4-Dinitrophenol 51285 mg l-¹ N <0.00022-Methyl-4,6-dinitrophenol 534521 mg l-¹ N <0.00022-Methylphenol 95487 mg l-¹ N <0.00023-Methylphenol 108394 mg l-¹ N <0.00024-Methylphenol 106445 mg l-¹ N <0.00022-Nitrophenol 88755 mg l-¹ N <0.00024-Nitrophenol 100027 mg l-¹ N <0.0002Pentachlorophenol 87865 mg l-¹ N <0.0002Phenol 108952 mg l-¹ N <0.00022,3,4,5-Tetrachlorophenol 4901513 mg l-¹ N <0.00022,3,4,6-Tetrachlorophenol 58902 mg l-¹ N <0.00022,3,5,6-Tetrachlorophenol 935955 mg l-¹ N <0.00022,3,4-Trichlorophenol 15950660 mg l-¹ N <0.00022,3,5-Trichlorophenol 933788 mg l-¹ N <0.00022,3,6-Trichlorophenol 933755 mg l-¹ N <0.00022,4,5-Trichlorophenol 95954 mg l-¹ N <0.00022,4,6-Trichlorophenol 88062 mg l-¹ N <0.00023,4,5-Trichlorophenol 609198 mg l-¹ N <0.0002

All tests undertaken between 03/04/2013 and 10/04/2013

* Accreditation status

This report should be interpreted in conjuction with the notes on the accompanying cover page.

Column page 1

Report page 3 of 3

LIMS sample ID range AI49902 to AI49902

Page 105: plandocs.tameside.gov.ukplandocs.tameside.gov.uk/anitepublicdocs/00198549.pdf · Description Shear strength parameters c kPa φ ° Apparent c kPa Undisturbed Single stage Remarks

SUPPORTING FACTUAL DATA

SECTION CPlans and Drawings

SITE LOCATION PLAN

Page 106: plandocs.tameside.gov.ukplandocs.tameside.gov.uk/anitepublicdocs/00198549.pdf · Description Shear strength parameters c kPa φ ° Apparent c kPa Undisturbed Single stage Remarks

Reproduced from Ordnance Survey's 1:50,000 map number 109 with the permission ofthe Controller of Her Majesty's Stationery Office, Crown copyright reserved Licence Number: AL52185A0001Date

Form No. Revision No.

Scale

15/04/2013Issue Date

Project Name Silver Springs Primary Academy Site Location Plan

03/09/2010

Client

1:50,000

01

Figure No.

Part of VINCI Construction UK Limited2.02SE-GOA-F-011

Project No.

Engineer

TA7097

Mott MacDonald Ltd

Education Funding Agency

Denotes Site Location

Page 107: plandocs.tameside.gov.ukplandocs.tameside.gov.uk/anitepublicdocs/00198549.pdf · Description Shear strength parameters c kPa φ ° Apparent c kPa Undisturbed Single stage Remarks

SUPPORTING FACTUAL DATA

SECTION CPlans and Drawings

EXPLORATORY HOLELOCATION PLAN

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SUPPORTING FACTUAL DATA

APPENDIX 1Explanatory Notes on Fieldwork, Loggingand Laboratory Testing

FIELDWORK PROCEDURES

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APPENDIX 1: FIELDWORK PROCEDURES

1.0 CABLE PERCUSSION BORING TECHNIQUES

Unless otherwise stated the light cable percussion technique of ‘soft ground’ boring has been employed in theformation of boreholes for this contract. In cohesive soils a clay cutter has been used to advance the boreholeswhilst in granular deposits a shell has been employed. The combination of clay cutter and shell bring updisturbed material which is generally sufficiently representative to permit identification of the strata. Whilstthese particular techniques allow the maximum data to be obtained on strata conditions, a degree of mixingof some layered soils (e.g. thin layers of coarse and fine granular material) is inevitable.

2.0 DYNAMIC SAMPLING

As an alternative to cable percussion boring, Soil Engineering employs a number of techniques for the samplingof soils. The most common alternative techniques comprise some form of dynamic sampling system whichinvolves sampling tubes being driven into the ground by means of a sliding weight.

‘Window sampling’ techniques form the most common type of dynamic sampling and typically comprise 1.0mlong steel cylinders with elongated windows. These are driven to the required depth by the use of a percussivehammer. In the ‘windowless’ mode a plastic liner can be placed in the steel cylinders such that effectivelycontinuous sampling can be undertaken. This method of sampling only produces Quality Class 3 or 4 sampleswhich are not suitable for any form of laboratory machine testing.

3.0 ROUTINE SAMPLING

In the UK “undisturbed” samples of predominantly cohesive soils have historically generally been obtained in a102mm diameter open drive sampler as described in the British Standard Code of Practice BS 5930: 1999 (ref 01).These samplers are known as U100 and historically are of two types; ametal tube or a plastic liner. BS EN ISO 22475-1: 2006 (ref 03) however makes it clear that such samplers will not produce a quality class 1 sample. It is this classof sample that is required for laboratory machine testing.

Alternative methods of sampling which will produce a class 1 sample are available and these include pistonsamplers, Shelby tubes and the UT100. The latter is a modification of the U100 and classifies as a thin wall samplerand as such is capable of obtaining class 1 samples. It should be noted however that this type of sampler is onlysuitable for certain ground conditions and cannot be used in very stiff to hard cohesive soils or in very granularcohesive soils. Equally other thin walled samplers such as the piston sampler are more appropriate for very soft andsoft cohesive soils.

Soil Engineering recognise that in certain soil types, there will not be a single solution to sampling and it will benecessary to utilise a variety of sampling techniques in order to obtain the best quality samples possible. Suchtechniques may include rotary coring and this is described in section 4.0. For some ‘difficult’ soil types it may not bepossible to obtain truly undisturbed samples, and engineering judgement will be required if such samples are to beused for geotechnical laboratory testing. Where such challenging soil types have been encountered and alternativesampling techniques used, this is discussed in the report text.

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In granular deposits and mixed cohesive granular deposits where it is not possible to recover undisturbed samples,either large or small disturbed samples are normally obtained. The size of these samples are in accordance with therequirements of BS 5930: 1999 whilst the frequency of sampling is unique to this contract.

It is important to note that the number of blows taken to drive any kind of sampling tube is not necessarily indicativeof the strength of thematerial being sampled. For this reason Soil Engineering recommends that no attempt ismadeto correlate such blows with the strength of cohesive strata.

4.0 ROTARY DRILLING

Where rotary open hole drilling techniques have been employed it is important to note that descriptions of thestrata encountered are generally solely based on the lead drillers observations of cuttings and drill flushreturns. Whilst such techniques can provide useful information in certain ground conditions it should berecognised that an accurate determination of subsurface rock strata can only be obtained by rotary coringtechniques.

An examination of rock cores obtained by rotary drilling generally enables bedding planes, fissuring andconsistency to be observed but does not necessarily reveal the presence of vertical fissures or joints. Where anappropriate core diameter and flushing medium have been used, sub-sampling of the core immediatelyfollowing removal from the core barrel can produce quality Class 1 samples. Such samples require to be sealedand waxed in order to prevent moisture loss.

Details of the strata encountered are given on the borehole log along with the geologist’s assessment of TotalCore Recovery (TCR), Solid Core Recovery (SCR) and Rock Quality Designation (RQD) each expressed as apercentage of the individual core runs. When appropriate the Fracture Index (FI) or Fracture Spacing (If) is alsogiven on the logs and represents respectively the number of natural fractures per metre run of core for corethat has a similar intensity of fracturing, or the minimum, average and maximum spacing of such naturalfractures over an arbitrary length of core of similar intensity of fracturing.

The symbols and abbreviations used on the rotary borehole logs are explained on the exploratory hole legendand notation sheet that precedes the exploratory hole records. It is considered however that the meaning ofthe abbreviations NI and NA needs further clarification. NI denotes material recovered non intact and appliesto material that has numerous fractures or incipient fractures and which is either naturally broken up or whichbecomes broken up by drilling activities. The result in both cases is that the core is recovered in a highlyfragmented state, generally as a gravel. The term NA is the abbreviation for not applicable and refers to anymaterials to which determination of a fracture index would be inappropriate, i.e. for clay bands.

Where significant core loss (>300mm) has occurred, it is Soil Engineering general policy to insert a separate‘stratum’ on the log to coincide with the inferred zone of core loss. Unless there is good evidence as to the rock(or soil) type that has been lost, the legend column is left blank. For zones of inferred mine workings, anappropriate legend is used and this together with all the legends used on the logs is shown on the log notationsheet that precedes the exploratory logs in the report.

A summary of logging methodology for rock strata and core measurements is given in Appendix 1: Terminologyused in the Description and Classification of Rocks.

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APPENDIX 1: FIELDWORK PROCEDURES

5.0 IN SITU DYNAMIC PENETRATION TESTS

The Standard Penetration Test using either a split spoon (SPT) or a solid cone (SPT(C)), is generally employedwhere undisturbed samples cannot be obtained e.g. in granular soils, fill and rock etc, in order to obtain anindication of the in situ density, compaction or hardness. It can also be used as an alternative to undisturbedsampling in cohesive deposits. Inherent difficulties are present in obtaining true SPT or SPT(C) "N" values inwater bearing fine grained granular deposits and careful consideration of the test technique and groundwaterconditions are necessary before test results are used for design purposes.

The full procedure for carrying out the Standard Penetration Test (SPT) is given in BS EN ISO 22476-3: 2005 (ref02). For fine to medium granular deposits and in clays the test consists of driving a 50mm external diametersplit barrel sampler into the soil using a 63.5kg hammer dropping 760mm. In coarse granular soils or in rock,the split barrel may be replaced by a solid cone. The penetration resistance is expressed as the number ofblows required to obtain 300mm penetration below an initial seating drive of 150mm through any disturbedground at the bottom of the borehole. The number of blows for the 300mm test drive penetration is recordedon the borehole logs as the "N" value. A full record of the number of blows required to drive the sampler at75mm intervals throughout the total 450mm drive is also tabulated along with the groundwater level at thetime of test. Where full 450mm penetration is not achieved, it is important to distinguish how the blow countrelates to the penetration of the sampler and this may be achieved in the following manner:

(i) Where the test drive is terminated before full (300mm) penetration the number of blows for the partialtest drive (usually 50) and the penetration of the sampler within the test drive are recorded. Anapproximate "N" value may be obtained by linear extrapolation of the number of blows recorded for thepartial test drive.

(ii) If the total seating drive penetration is equal to or less than 150mm then the number of blows (usually25) and the depth of penetration within the initial seating penetration are recorded on the borehole logs.

The "N" value obtained from the Standard Penetration Test may be used to assess the relative density of sands andgravels in accordance with Clause 41.3.2 of BS 5930: 1999 (ref 01), as shown in table 1.

It should be noted that the "N" values reported on the logs are uncorrected, as specified in section 7.1.2 of BSEN ISO 22476-3:2005.

SPT's performed by Soil Engineering are carried out using automatic trip hammers that have been calibratedin accordance with BS EN ISO 22476-3:2005. The hammer ID and energy ratio are recorded on the ‘headerpage’ of each log and calibration certificates for the hammers used on the project are contained in theAppendix Section of the report, as required by BS EN ISO 22476-3:2005.

TABLE 1: DETERMINATION OF RELATIVE DENSITY FROM PENETRATION TESTS (from BS 5930)

Term SPT N-Value: Blows/300mm PenetrationVery Loose 0-4Loose 4-10Medium Dense 10-30Dense 30-50Very Dense Over 50

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It should be noted that it is a requirement of BS EN ISO 22476-3: 2005 that all test hammers are calibrated.Soil Engineering routinely calibrate all their test hammers and the results of the calibration are expressed asan Energy Ratio (Er) on the exploratory hole logs. The Er value is required for design purposes and should beapplied to the recorded test N value in the manner described in BS EN ISO 22476-3: 2005.

Standard Penetration Testing may also be performed in very stiff/hard clays in which it would be difficult toobtain undisturbed samples. In such cases the SPT "N" values may be used for design purposes based oncorrelations between "N" value and various soil parameters such as those proposed by Stroud and Butler(1975) (ref 04) and by Stroud (1989) (ref 05).

6.0 GROUNDWATER

The groundwater conditions entered on the exploratory hole records are those encountered at the time of theinvestigation. These however, may not represent the actual conditions or those which may apply in largeexcavations. The normal rate of boring does not always permit the recording of an equilibrium water level forany one water strike, particularly because the entry of water into a borehole may be reduced or even eliminateddue to casing off a water bearing layer or due to a skin being formed on the borehole wall by the drilling tools.It should also be noted that groundwater conditions may vary seasonally and/or tidally and that the water levelsas shown at the time of investigation should not necessarily be taken as being constant because they may besubject to such fluctuations.

More accurate information on groundwater conditions can be obtained from exploratory hole installationssuch as piezometers and standpipes. Normally a minimum of three or four monitoring visits are required at thesite to provide this information.

References

01) BS 5930: 1999: Code of Practice for Site Investigation. British Standards Institution.

02) BS EN ISO 22476-3: 2005: Geotechnical Investigation and Testing - Field Testing - Part 3: StandardPenetration Test.

03) BS EN ISO 22475-1: 2006: Geotechnical Investigation and Testing - Sampling Methods and Groundwatermeasurements - Part 1: Technical Principles for Execution.

04) Stroud, M.A, Butler, F.G April 1975: ‘The Standard Penetration Test and the Engineering Properties ofGlacial Materials’. The Engineering Behaviour of Glacial Materials Proc. of Symp.

05) Stroud, M.A. 1989: 'The Standard Penetration Test - Its Application and Interpretation. Thomas Telford,London.

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SUPPORTING FACTUAL DATA

APPENDIX 1Explanatory Notes on Fieldwork, Loggingand Laboratory Testing

TERMINOLOGY USED IN SOILDESCRIPTIONS

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APPENDIX 1: TERMINOLOGY USED IN SOIL DESCRIPTIONS

1.0 GENERAL PROCEDURES

Soil descriptions contained in this report have been produced in accordance with the procedures and principlesgiven in BS EN ISO 14688-1: 2002 (ref 01), BS EN ISO 14688-2: 2004 (ref 02) and also where there is no conflictwith the European standards, in accordance with BS 5930: 1999 (ref 03).

For a soil description the main soil characteristics should be given in a standard word order although the wordorder can be adjusted to enhance and clarify if appropriate. Themain soil characteristics can be divided as follows:-

1 Mass Characteristics 2 Material Characteristicscomprising state and structure comprising nature and state

1a Density and Field Strength 2a Colour1b Discontinuities 2b Composite Soil Types: particle grading and1c Bedding composition, shape and size

2c Principal Soil Type, name in capitals eg CLAY

3 Stratum Name (optional)3a Geological group or Formation

The basic soil categories may be broadly summarised as follows, with categories i to iii covered by these notesand categories iv and v by separate notes.

(i) Very coarse soils: greater than 63mm in diameter, ie cobbles and boulders.(ii) Coarse soils: 0.063mm to 63mm in diameter, ie sands and gravels.(iii) Fine soils: less than 0.063mm in diameter, ie clays and silts.(iv) Organic soils.(v) Man made "soils".

2.0 MASS CHARACTERISTICS OF SOILS

2.1 Cohesive SoilsFor cohesive material determination of consistency is made in accordance with Table 1. The undrainedshear strength of clays is determined by laboratory or field testing and is made in accordance with theterms given in Table 2.

TABLE 1: CONSISTENCY GUIDE FOR COHESIVE MATERIAL (from BS EN ISO 14688-1: 2002)

Term Field IdentificationVery Soft Exudes between fingers when squeezed in the handSoft Can be moulded by light finger pressureFirm Cannot be moulded, but can be rolled into 3mm thick threadStiff Crumbles when rolled into 3mm thick threadVery Stiff Cannot be moulded and crumbles under pressure. Indented by thumbnail

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TABLE 2: STRENGTH TERMS OF FINE SOILS (from BS EN ISO 14688-2: 2004)

Strength Term Undrained shear strength (Cu) kPaExtremely Low <10Very Low 10 to 20Low 20 to 40Medium 40 to 75High 75 to 150Very High 150 to 300Extremely High1 >300

1 Materials with shear strengths greater than 300kPa may behave as weak rocks and should be described in accordance with ISO 14689-1

2.2 Granular SoilsFor granular deposits relative density may only be determined by the Standard Penetration Test (SPT).The following table provides a scale of terms related to SPT ‘N’ values from BS 5930: 1999 (ref 03).

TABLE 3: ASSESSMENT OF RELATIVE DENSITY FOR GRANULAR SOILS (from BS 5930: 1999)

Term Field Identification (generally in trial pits) SPT ‘N’ Values(blows for 300mm penetration)

Very loose Can be excavated with a spade 0-4Loose and 50mm wooden peg can be easily driven 4-10

Medium dense - 10-30Dense Requires pick for excavation 30-50Very dense and 50mm wooden peg is hard to drive over 50

N.B: The field identification terms for very loose/loose material and dense/very dense material are very subjective and should be treated with caution.

2.3 DiscontinuitiesThe type of discontinuity should be described eg fissures, faults and shear planes together with theirspacing as given in Table 4. Discontinuity openness, and surface texture eg rough, smooth, polished andstriated are recorded although these may not always be added to the borehole log if the required levelof detail is low.

2.4 BeddingBedding spacing is assessed using the thickness terms given in Table 4.

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APPENDIX 1: TERMINOLOGY USED IN SOIL DESCRIPTIONS

TABLE 4: DESCRIPTIONS FOR DISCONTINUITIES AND BEDDING (from BS 5930: 1999)

DISCONTINUITIES BEDDINGScale of SpacingTerm Mean Spacing mm Scale of BeddingTerm Mean Thickness mm

Very widely >2000 Very thickly bedded >2000Widely 2000-600 Thickly bedded 2000-600Medium 600-200 Medium bedded 600-200Closely 200-60 Thinly bedded 200-60Very closely 60-20 Very thinly bedded 60-20Extremely closely <20 Thickly laminated 20-6

Thinly laminated <6

N.B: Spacing terms are also used for describing the distance between partings, isolated beds, laminae or roots etc.Interbedded/interlaminated: alternating layers of different material type. These terms are given a thickness if material is present in equal proportions.Otherwise the thickness of and spacing between subordinate layers are defined.

3.0 MATERIAL CHARACTERISTICS OF SOIL

An examination of insitu soil deposits, disturbed or undisturbed samples allows the material characteristics tobe recorded. These characteristics include colour, particle shape, particle grading and particle composition.

3.1 ColourThe recorded colour is based on the logger’s general impression of the overall colour. For material withmore than three colours the termmulticoloured may be used. The termmottled is applied to soils whichexhibit two colours, one of which is subordinate to the other.

White, cream, grey, black, yellow, orange, red, brown, green and blue etc may be used but supplementedas necessary with: light, dark, mottled and reddish brownish etc. All colouration associated withchemical changes is noted ie grey gleying on fissures.

3.2 Soil Types (Including Composite Soils)

3.2.1 Very Coarse Soils (Boulders and Cobbles)Where the soil sample is considered large enough to be representative, material is described as shownin Table 5.

TABLE 5: DESCRIPTORS FOR VERY COARSE SOILS (from BS 5930: 1999)

Main Name Estimated Boulder/Cobble Content of Very Coarse FractionBOULDERS Over 50% is of boulder size (>200mm)COBBLES Over 50% is of cobble size (200mm to 63mm)

Mixtures of very coarse and finer materials are described by combining terms for the very coarse constituentswith those for the finer constituents as shown in Table 6.

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TABLE 6: DESCRIPTORS FOR MIXTURES OF VERY COARSE AND FINER SOILS (from BS 5930: 1999)

Term Composition (Approx %)BOULDERS (or COBBLES) with a little finer material (1) Up to 5% finer materialBOULDERS (or COBBLES) with some finer material (1) 5% to 20% finer materialBOULDERS (or COBBLES) with much finer material (1) 20% to 50% finer materialFINER MATERIAL with low boulder content <5% bouldersFINER MATERIAL with low cobble content <10% cobblesFINER MATERIAL with medium boulder content 5% to 20% bouldersFINER MATERIAL with medium cobble content 10% to 20% cobblesFINER MATERIAL with high boulder content (or cobbles) >20% boulders or cobbles

(1) The description of "finer material" is made in accordance with BS 5930: 1999 ignoring the very coarse fraction; the principal soil type name of the finermaterial may also be given in capital letters, e.g. sandy GRAVEL with low boulder content; COBBLES with some sandy CLAY.

3.2.2 Coarse Soils (Gravel and Sand)A coarse soil (omitting any cobbles and boulders) contains 65% or more of SAND or GRAVEL. The termsgiven in Table 7 are used to describe the coarse fraction.

TABLE 7: DESCRIPTORS FOR MIXTURES OF COARSE SOILS (from BS 5930: 1999)

Term Principal Soil Type Approximate Proportionof Secondary Constituent

Slightly sandy or gravelly SAND <5%Sandy or gravelly or 5% to 20%Very sandy or gravelly GRAVEL >20%- SAND and GRAVEL About equal proportions

3.2.3 Fine Soils and Mixtures of Fine and Coarse SoilsFine soil should be described as either a SILT or a CLAY. The use of silty CLAY or clayey SILT is howeverpermitted, where the presence of the secondary constituent is considered important.

For deposits that contain a mixture of soil types the descriptors given in Table 8 are used. The dominantsecondary fraction is placed immediately before the principal soil type. It should also be noted that theterms silty and clayey are mutually exclusive in a coarse soil. The use of the terms sandy and gravellyare however permitted.

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TABLE 8: DESCRIPTORS FOR FINE SOILS AND COMPOSITE SOIL TYPES (from BS 5930: 1999)

Term Principal Soil Type Approximate Proportion of Secondary ConstituentCoarse Soil Coarse and/or Fine Soil

Slightly clayey or silty SAND and/or <5%and/or sandy or gravellyClayey or silty and/or GRAVEL 5% - 20% *sandy or gravellyVery clayey or silty and/ >20% *or sandy or gravellyVery sandy or gravelly SILT or >65% +Sandy and/or gravelly CLAY 35% - 65%Slightly sandy and/or <35%gravelly

* or described as fine soil depending on assessed engineering behaviour+ or described as coarse soil depending on assessed engineering behaviour

3.3 Particle Shape and GradingFor coarser granular deposits (gravel and cobbles) the particle shape is described as shown in Table 9.A schematic of angularity and form terms is given in Figure 1.

TABLE 9: DESCRIPTORS FOR PARTICLE SHAPE (from BS EN ISO 14688-1: 2002)

Angularity Form Surface TextureVery Angular CubicAngular Flat RoughSubangular Elongated SmoothSubroundedRoundedWell Rounded

The distribution of particle sizes within sands and gravels is described stating the predominant size fractionpresent eg fine to medium SAND.

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FIGURE 1: PARTICLE ANGULARITY AND FORM TERMS (from BS 5930: 1999 and Soil Engineering)

References

01) BS EN ISO 14688-1: 2002: Geotechnical Investigation and Testing - Identification and Classification of SoilPart 1: Identification and Description.

02) BS EN ISO 14688-2: 2004: Geotechnical Investigation and Testing - Identification and Classification of SoilPart 2: Principles for a Classification.

03) BS 5930: 1999: Code of Practice for Site Investigation. British Standards Institution.

AngularVery Angular Subangular Subrounded Rounded Well Rounded

Flat or tabular Elongated

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SUPPORTING FACTUAL DATA

APPENDIX 1Explanatory Notes on Fieldwork, Loggingand Laboratory Testing

TERMINOLOGY USED IN THEDESCRIPTION OF MADE GROUND

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1.0 GENERAL DEFINITIONS

Man made soils may be defined as those materials that have not been laid down by geomorphologicalprocesses. Under the heading of ‘man made soils’ two distinct material types can be identified as follows:-

TABLE 1: DEFINITIONS FOR MAN MADE SOILS

Term DescriptionNATURAL SOILS Use terminology outlined for soils in BS EN ISO 14688-1: 2002 (ref 01), BS EN ISO 14688-2: 2004(Reworked) (ref 02) and BS 5930: 1999 (ref 03). Can be described using normal approach for soils. Can be

tested in accordance with BS1377: 1990.

MAN MADE Can also frequently be described using normal approach and terminology as above, andMATERIALS tested geotechnically.

Includes materials that defy description in any standard manner and includes a range ofexotic materials and artifacts. Often not testable in the field or in the laboratory. For exampleit is not possible to measure strength of a bicycle frame or liquid limit of plastic.

There is also a distinction between the terms "Fill" and "Made Ground" as follows:

FILL = Material placed under engineering controlMADE GROUND = Material placed without any kind of control, ie non engineered

2.0 IDENTIFICATION OF MAN MADE SOILS

Some common examples of man made soils are given in Table 2 on page 2. The table illustrates that theheading of ‘man made’ soils can cover a wide variety of materials, some of which may not readily appear to beanything other than natural.

Natural soils re-laid by man may be difficult to identify as such and so it is necessary to look for evidence inthe form of artifacts or relic structure in the material.

For example as few as one or two artifacts may be diagnostic (rare brick fragments or car body at base of trialpit). Lenses or pockets of clay that are laminated etc help to indicate natural material that has been relaid.However be aware of the following:

Contamination by driller (Clinker from around rig, green grass from 15m…).Contamination during trial pitting (brick rubble can fall from the upper layers in a pit and then get pushed into natural deposits by the action of the excavator bucket).

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TABLE 2: DEFINITIONS FOR MAN MADE SOILS

CATEGORY EXAMPLENatural Soils re-laid by man Embankment Fill

Colliery Spoil (Coarse Discard)Drainage Layer e.g Gravel

Man Made Materials that can be described and Abutment backfill e.g Crushed rockwhich are testable geotechnically Colliery Spoil (Fine Discard)

Mine Tailings from non-coal minesCrushed ConcretePulverised Fuel Ash (PFA)Chalk whiting (slurry from cement manufacture)

Man Made Materials that are NOT readily Landfilldescribable and which are not testable Demolition rubble (including frames, slates etc)geotechnically Fly tipped materials

Burgy (glass work waste)

3.0 DESCRIPTION OF MAN MADE SOILS

Information that is be reported to define the material includes the following:-

Origin of materials, if known from desk study.Layers and their inclination to inform on mode of tipping, whether ponded, end tipped, spread or stockpiled.Large objects, obstructions such as concrete, masonry walls, old cars.Presence of hollow objects, compressible/collapsible objects or voids such as oil drums, cellars, tanks.Chemical wastes and dangerous or hazardous substances such as creosote, hospital wastes, unlabelled drums,asbestos.Decomposable materials with note on degree of decomposition such as garden waste, paper.Smell such as organic, phenolic, sulphurous, petrol.Striking coloursAny dating possible such as type of bottles, newspapers, papers.Signs of heat or combustion such as steam, smoke, burnt shale.

NOTES

Because of the variability of the constituents of man made soils, strength or in situ density descriptors are notgenerally assigned to made ground. Where describing fill as opposed to made ground it may be possible to usethe descriptors that are used for natural soils.Large or hollow objects cannot be sampled so the description is the sole information on condition andcharacter of the features.The constituents of made ground are grouped together under the above categories and it is usual to givevolumetric percentages where possible.

Granular made ground may be given a particle size, although the following description methodology isemployed.MADE GROUND: Grey fine to coarse gravel sized fragments of brick and concrete.

OR

MADE GROUND: Grey gravelly clay with occasional subangular cobble sized fragments of brick. Gravel sizedfragments are angular to subangular, fine, medium and coarse of brick.

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APPENDIX 1: TERMINOLOGY USED IN THE DESCRIPTION OF MADE GROUND

In these two examples, note the use of term ‘sized fragments’ to describe the granular content. Because thematerial is man made we do not use the terms sand, gravel or cobbles etc in the same context as for naturalsoils. In other words it would be incorrect to use the following:

MADE GROUND: Grey gravelly clay with occasional cobbles. Gravel is angular coarse of brick, cobbles arerounded of brick.

The use of sand, gravel or cobble prior to ‘sized fragments’ is only intended to define a size range to thegranular made ground material.

Similar grain size indicators are also used to describe the size of other man made materials such as concrete,bituminous road surfacing etc. In addition the terms can also be used to describe natural material that has beenmodified by man, such as wood that may be present in the form of railway sleepers etc. Where whole manmade items are identified they should be described as follows:

‘with numerous wooden railway sleepers’

For such materials it is necessary to add size measurements, since no other quantifying terms are used.

4.0 DEFINITIONS OF SOME MAN MADE SOILS

There is generally a lack of national guidance on the meaning of common terms used in made ground. Thisapplies particularly to man made materials. For this reason descriptions of man made soils within this reportaim to provide as much information as possible on the material being logged, whilst staying within theguidance provided in these notes.

For some sites a set of definitions for the likely range of made ground to be encountered may have beendetermined and where this is the case it is identified within the report text.

Some terms for one group of commonly encountered made ground are given below.

COMBUSTION PRODUCTS, often physically unstable and usually containing concentrations of metals andpoly-aromatic hydrocarbons. The definitions below are workable compromises.

ASH: Sand or silt size by definition, so do not need but can use "ash sand", and cannot have "gravel size ash"although cinders can be gravel size but readily crush down. Can include unburnt coal.

CLINKER: Gravel size or larger by definition so do not need but can use "clinker gravel", and cannot have "sandsize clinker".

SLAG: Materials fused or poured as liquid or scum or froth, of any size or shape, and will be at least strong. Ifin blocks or layers, can present difficulties for borehole or trial pit penetration. Slag is often pelletised,expanded or crushed for reuse in construction.

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APPENDIX 1: TERMINOLOGY USED IN THE DESCRIPTION OF MADE GROUND

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References

01) BS EN ISO 14688-1: 2002: Geotechnical Investigation and Testing - Identification and Classification of SoilPart 1: Identification and Description.

02) BS EN ISO 14688-2: 2004: Geotechnical Investigation and Testing - Identification and Classification of SoilPart 2: Principles for a Classification.

03) BS 5930: 1999: Code of Practice for Site Investigation. British Standards Institution.

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SUPPORTING FACTUAL DATA

APPENDIX 1Explanatory Notes on Fieldwork, Loggingand Laboratory Testing

ASSESSMENT OF AGGRESSIVE GROUNDAND GROUNDWATER CONDITIONS

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APPENDIX 1: ASSESSMENT OF AGGRESSIVE GROUND AND GROUNDWATER CONDITIONS

Certain ground and groundwater conditions may be described as aggressive depending on their chemicalcomposition which is related to previous industrial use. Where foundations are proposed to be constructed onindustrial sites or on landfill sites in which the ground or groundwater may be contaminated with chemicalwaste, detailed consideration needs to be given to both the method of investigation and the severity of groundand groundwater conditions with respect to construction materials. For such sites it will usually be necessaryto undertake a full chemical analysis in order to identify the potentially aggressive compounds.

On sites where new concrete foundations are to be constructed in natural ground it is usually only necessaryto examine the sulfate content and pH level of the ground. The sulfate content of soils varies widely and canrange from being virtually absent to extremely high concentrations in crystals such as gypsum. In betweenthese two extremes sulfate may be disseminated throughout a soil or may be present in discrete bands orlenses. Because of this wide variation in the sulfate content of soils, the most reliable indication of possibleaggressive conditions can be obtained by testing representative samples of groundwater. In order to takeaccount of natural variations in the distribution of sulfates in the ground, samples should be taken at a numberof locations that are well spaced across the site and at different depths.

The methods for the determination of total sulfate of soil and the sulfate content of groundwater and 2:1aqueous soil extracts are given in various specifications including BS 1377 1990: Part 3: Section 5 (ref 01). Theresults of tests performed in accordance with BS 1377 yield results which are expressed as percentage of dryweight retained or grammes/litre SO3. Tests performed in accordance with other specifications however, tendto express results as SO4.

The classification of natural sulfate conditions is based on BRE Special Digest 1 2005 (ref 02). This digest makesmost use of sulfate values expressed as milligrammes/litre SO4. In order to convert the results expressed as SO3

(BS 1377) to SO4 (BRE Special Digest 1) it is necessary to apply a multiplication factor of 1.2. In the followingdiscussion of sulfate conditions values given in the tables are expressed in terms of SO4. The current approachto the classification of aggressive ground conditions given in BRE Special Digest 1 is based on the AggressiveChemical Environment for Concrete (ACEC). This takes into account the type of site, sulfate concentration andgroundwater acidity and mobility. Different site assessment procedures are used for natural ground, forbrownfield sites that contain industrial waste and pyritic ground. The reactions of sulfates in the presence ofother ions, notably carbonate and magnesium are also taken into account.

In general when the results of sulfate determinations are assessed, emphasis must be given to the sampleswhich fall in the higher classes. Therefore if eight out of ten samples are found to be non aggressive and fallwithin Class DS1 and the remainder fall within Class DS2 it will be necessary to adopt the precautionsappropriate to Class DS2 conditions for the whole site. The current digest differentiates between ‘naturalground locations’ and ‘brownfield locations’.

Table 1 on page 2 is reproduced from the digest and deals with natural ground locations.

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APPENDIX 1: ASSESSMENT OF AGGRESSIVE GROUND AND GROUNDWATER CONDITIONS

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TABLE 1: AGGRESSIVE CHEMICAL ENVIRONMENT FOR CONCRETE (ACEC) CLASSIFICATION FOR NATURALGROUND LOCATIONS (a) (From BRE Special Digest 1)

SULFATE GROUNDWATERDESIGN SULFATE 2:1 WATER/SOIL GROUNDWATER TOTAL STATIC MOBILE ACECCLASS FOR EXTRACT (b) POTENTIAL WATER WATER CLASS FORLOCATION SULFATE (c) LOCATION

1 2 3 4 5 6 7(SO4 mg/l) (SO4 mg/l) (SO4 %) (pH) (pH)

DS-1 <500 <400 <0.24 >2.5 AC-1s>5.5 (d) AC-1 (d)

2.5-5.5 AC-2z

DS-2 500-1500 400-1400 0.24-0.6 >3.5 AC-1s>5.5 AC-2

2.5-3.5 AC-2s2.5-5.5 AC-3z

DS-3 1600-3000 1500-3000 0.7-1.2 >3.5 AC-2s>5.5 AC-3

2.5-3.5 AC-3s2.5-5.5 AC-4

DS-4 3100-6000 3100-6000 1.3-2.4 >3.5 AC-3s>5.5 AC-4

2.5-3.5 AC-4s2.5-5.5 AC-5

DS-5 >6000 >6000 >2.4 >3.5 AC-4s2.5-3.5 >2.5 AC-5

NOTESa) Applies to locations on sites that comprise either undisturbed ground that is in its natural state or clean fill derived from such ground.b) The limits of Design Sulfate Classes based on 2:1 water/soil extracts have been lowered relative to previous digests.c) Applies only to locations where concrete will be exposed to sulphate ions (SO4) which may result from the oxidation of sulfides (eg pyrite) following grounddisturbance.d) For flowing water that is potentially aggressive to concrete owing to high purity or an aggressive carbon dioxide level greater than 15mg/l, increase theACEC Class to AC-2z.

Explanation of suffix symbols to ACEC ClassSuffix ‘s’ indicates that the water has been classified as staticConcrete placed in a ACEC Class that includes the suffix ‘z’ primarily have to resist acid conditions and may be made with any of the cements listed in TableD2 in the Digest.

Additional testing is required for those natural sites that contain pryrite. In particular it is essential to takeaccount of the total potential sulfate content which might result from oxidation following ground disturbance.On such sites it is necessary to determine total sulfate content (AS% S04), total sulfur (TS%S). The total potentialsulfate is then determined from TPS%SO4=3.0 x TS%S. Finally the amount of oxidisable sulfides (OS as %SO4) isdetermined by subtracting the acid soluble sulfates (AS%S04) from the total potential sulfate content: OS%SO4

= TPS%SO4 – AS%S04. It is important to note that this testing is in addition to and not instead of the standardsulfate determination testing.

Unless the site can be demonstrated to comprise natural ground, Table 2 for brownfield locations must be usedin all assessments for the design of concrete. It should be noted that the effects of the magnesium ion becomerelevant to concrete design for certain Design Sulfate Classes.

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APPENDIX 1: ASSESSMENT OF AGGRESSIVE GROUND AND GROUNDWATER CONDITIONS

TABLE 2: AGGRESSIVE CHEMICAL ENVIRONMENT FOR CONCRETE (ACEC) CLASSIFICATION FORBROWNFIELD LOCATIONS (a) (From BRE Special Digest 1)

SULFATE AND MAGNESIUM GROUNDWATERDESIGN 2:1 WATER/SOIL GROUNDWATER TOTAL STATIC MOBILE ACECSULFATE EXTRACT (b) POTENTIAL WATER WATER CLASS FORCLASS FOR SULFATE (c) LOCATIONLOCATION

1 2 3 4 5 6 7 8 9(SO4 mg/l) (Mg mg/l) (SO4 mg/l) (Mg mg/l) (SO4 %) (pH) (d) (pH) (d)

DS-1 <500 - <400 - <0.24 >2.5 AC-1s>6.5 (d) AC-15.5-6.5 AC-2z4.5-5.5 AC-3z2.5-4.5 AC-4z

DS-2 500-1500 - 400-1400 - 0.24-0.6 >5.5 AC-1s>6.5 AC-2

2.5-3.5 AC-2s5.5-6.5 AC-3z4.5-5.5 AC-4z2.5-4.5 AC-5z

DS-3 1600-3000 - 1500-3000 - 0.7-1.2 >5.5 AC-2s>6.5 AC-3

2.5-5.5 AC-3s5.5-6.5 AC-42.5-5.5 AC-5

DS-4 3100-6000 <1200 3100-6000 <1000 1.3-2.4 >5.5 AC-3s>6.5 AC-4

2.5-3.5 AC-4s2.5-6.5 AC-5

DS-4m 3100-6000 >1200 (e) 3100-6000 >1000 (e) 1.3-2.4 >5.5 AC-3s>6.5 AC-4m

2.5-5.5 AC-4ms2.5-6.5 AC-5m

DS-5 >6000 <1200 >6000 <1000 >2.4 >5.5 AC-4s2.5-3.5 >2.5 AC-5

DS-5m >6000 >1200 (e) >6000 >1000 (e) >2.4 >5.5 AC-4ms2.5-5.5 >2.5 AC-5m

NOTESa) Brownfield locations are those sites or parts of sites that might contain chemical residues produced by industrial processes.b) The limits of Design Sulfate Classes based on 2:1 water/soil extracts have been lowered relative to previous digests.c) Applies only to locations where concrete will be exposed to sulfate ions (SO4) which may result from the oxidation of sulfides (eg pyrite) following grounddisturbance.d) An additional account is taken of hydrochloric and nitric acids by adjustment to sulfate contente) The limit on water soluble magnesium does not apply to brackish groundwater (chloride content between 12000mg/l and 17000mg/l). This allows ‘m’ tobe omitted from the relevant ACEC classification. Sea water (chloride about 18000mg/l) and stronger brines are not covered by this table.

Explanation of suffix symbols to ACEC ClassSuffix ‘s’ indicates that the water has been classified as staticConcrete placed in ACEC Classes that include the suffix ‘z’ primarily have to resist acid conditions cements listed in Table D2 in the Digest.Suffix ‘m’ relates to the higher levels of magnesium in Design Sulfate Classes 4 and 5.

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APPENDIX 1: ASSESSMENT OF AGGRESSIVE GROUND AND GROUNDWATER CONDITIONS

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The pH value of groundwater provides a crude measure of the potential aggressiveness due to the presence oforganic acids. The standard procedure for measuring the acidity of soils and groundwater is the electrometricmethod using a pH meter and is described in BS 1377: 1990: Part 3: Section 5. The pH value of pure water is7.0 and the presence of acid substances will yield results with values less than 7. It should be noted howeverthat the pH of most natural waters depends mainly on the dissolved carbon dioxide content and therefore liesbetween pH values of 6.5 and 8.5. It is generally accepted that soils or groundwater with pH values in the range6 to 9 may be classified as near neutral. It should be noted that the pH value of soil and groundwater canchange with time and it is therefore necessary to carry out testing on fresh samples of soil or water.

The pH value of the soil or groundwater also needs to be taken into consideration when the recorded sulfatecontent is borderline between two classes or approaches the upper limit of a given class. In thesecircumstances both the pH value and the mobility of the groundwater needs to be assessed and where doubtexists, the sample should be placed in the more severe class of the sulfate classification. This general approachmay be justified on the grounds that the acids present will tend to break down the concrete surface andtherefore make it more susceptible to sulfate attack. This will be especially so if the sample contains largeamounts of sulfides since these can be converted to sulfuric acid.

Organic acids are often found in peaty or marshy soils in which the pH value is below 6.0. In such soils it willbe necessary to take specific precautions to protect any concrete which would be exposed to organic acids.The recommended precautionary measures outlined in Tomlinson 2001 (ref 03) could be followed. In all caseswhere mineral acids are present the groundwater is likely to be aggressive with regard to foundation concreteand in these circumstances the recommendations given in BRE Special Digest 1 Part C will need to be followed.

Apart from acid groundwater, the effects of static and mobile groundwater tables are taken into account in BRESpecial Digest 1 in ‘Box C9’ and the incremental rules in this table need to be viewed in relation to Tables C1and C2 in the Digest.

Alkaline groundwater is not generally considered aggressive to concrete unless present in high concentrations.Unless the aggregate used in foundation concrete is of a reactive type, pH values of groundwater up to pH =14 need not be considered as problematic.

References

01) BS 1377: 1990: Methods of Test for Soils for Civil Engineering Purposes. Part 3: Chemical ElectrochemicalTests, British Standards Institution.

02) Building Research Establishment 2005: Concrete in Aggressive Ground. BRE Special Digest 1. BuildingResearch Station, Garston

03) Tomlinson M.J 2001: Foundation Design and Construction. 7th Edition, Pearson, Prentice Hall.

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