Ground Investigation - CDN Planning · Trial Pit Photographs Report.986-01.0.Appendix F.trial pit photographs.doc 12/20 ... TEL 01792 411013 FAX 01792 411014 EMAIL [email protected]

Ground Investigation 6 New Mill Court, Enterprise Park, Swansea. SA7 9FG

TEL 01792 411013 FAX 01792 411014 EMAIL [email protected]

Land adjacent to Village Green, Templeton

Trial Pit Photographs

Report.986-01.0.Appendix F.trial pit photographs.doc 12/20

TP6

TP6: View of excavated arisings.






TP7

TP7: View of completed excavation, which extended through a succession of fine- and coarse-grained

Glacial Till strata to refusal upon weathered bedrock at 3.90m depth.

TP7: Close-up view of encountered strata sequence. Visible in base is groundwater inflow which occurred

approx. 1-2 minutes after completion of excavation.






TP7







TP8

TP8: View of completed excavation, which extended to 3.50m depth through a succession of fine-grained

Glacial Till strata.

TP8: Close-up view of encountered strata sequence.






TP8







TP9

TP9: View of completed excavation, which was terminated upon impenetrable bedrock horizon at 1.80m

depth.

TP9: Close-up view of bedrock stratum in basal part of excavation.






TP9

TP9: View of excavated arisings. In foreground are flat/elongate gravel and cobble size fragments

resulting from excavation of basal bedrock stratum.






TP10

TP10: View of completed excavation, which was terminated upon impenetrable bedrock stratum at 2.15m

depth.

TP10: Close-up view of bedrock stratum in basal part of excavation.






TP10

TP10: View of excavated arisings. In foreground are blocky/elongate gravel and cobble size fragments

resulting from excavation of basal bedrock stratum.

APPENDIX G

Records of In-situ Soakaway Tests

Soil infiltration Test Results Sheet 1 of 1

SITE NAME: Land adjacent to Village Green, Templeton

PROJECT No: 986 WORK CODE: 1 FIELD OPERATIVE: IW

TEST PIT ID: TP1 TEST No: 1 of 1 TEST DATE: 11/08/2012

PIT LENGTH (m): 2.20 PIT WIDTH (m): 0.65 PIT DEPTH (m): 3.30

t Z % FULL V A

(hh:mm:ss) (m) (m3) (m2)t 1 00:56:30 2.647 96.25 3.785 16.518

t 2 02:49:30 2.559 93.05 3.659 16.016

01:53:00

6,780

0.126

16.267

1.14E-06

Elapsed time, t 2 -t 1 (hh:mm:ss):

Elapsed time, t 2 -t 1 (seconds):

Volume of infiltrating water during period t 1 -t 2 (m3):

Average area of infiltration surfaces during period t 1 -t 2 (m2):

Infiltration Rate (m/s)

2.40

2.44

2.48

2.52

2.56

2.60

2.64

2.68

2.72

2.76

2.80

00:00 00:30 01:00 01:30 02:00 02:30 03:00 03:30 04:00

De

pth

of

Wat

er

in T

est

Pit

(m

)

Elapsed Time (hh:mm)

Ground Investigation6 New Mill Court, Enterprise Park, Swansea, SA7 9FGTel: 01792 411013Fax: 01792 411014Email: [email protected]






t Z % FULL V A

(hh:mm:ss) (m) (m3) (m2)t 1 00:05:30 1.163 75.00 1.814 8.651

t 2 00:56:30 0.388 25.00 0.605 3.924

00:51:00

3,060

1.209

6.288

6.28E-05






0.00

0.20

0.40

0.60

0.80

1.00

1.20

1.40

1.60

1.80

2.00

2.20

00:00 00:10 00:20 00:30 00:40 00:50 01:00 01:10 01:20 01:30

De

pth

of

Wat

er

in T

est

Pit

(m

)








t Z % FULL V A

(hh:mm:ss) (m) (m3) (m2)t 1 00:07:15 1.425 75.00 2.223 10.253

t 2 00:44:30 0.475 25.00 0.741 4.458

00:37:15

2,235

1.482

7.355

9.02E-05






0.00

0.20

0.40

0.60

0.80

1.00

1.20

1.40

1.60

1.80

2.00

2.20

00:00 00:10 00:20 00:30 00:40 00:50 01:00 01:10 01:20 01:30

De

pth

of

Wat

er

in T

est

Pit

(m

)






TEST PIT ID: TTTP2 TEST No: 3 of 3 TEST DATE: 11/08/2012


t Z % FULL V A

(hh:mm:ss) (m) (m3) (m2)t 1 00:08:10 1.613 75.00 2.516 11.396

t 2 00:40:30 0.538 25.00 0.839 4.839

00:32:20

1,940

1.677

8.118

1.06E-04






0.00

0.20

0.40

0.60

0.80

1.00

1.20

1.40

1.60

1.80

2.00

2.20

00:00 00:10 00:20 00:30 00:40 00:50 01:00 01:10 01:20 01:30

De

pth

of

Wat

er

in T

est

Pit

(m

)






TEST PIT ID: TTP3 TEST No: 1 of 1 TEST DATE: 11/08/2012


t Z % FULL V A

(hh:mm:ss) (m) (m3) (m2)t 1 00:52:45 1.175 97.11 1.451 7.228

t 2 02:38:15 1.124 92.89 1.388 6.967

01:45:30

6,330

0.063

7.097

1.40E-06






1.10

1.11

1.12

1.13

1.14

1.15

1.16

1.17

1.18

1.19

1.20

1.21

1.22

00:00 00:30 01:00 01:30 02:00 02:30 03:00 03:30 04:00

De

pth

of

Wat

er

in T

est

Pit

(m

)



APPENDIX H

Records of In-situ CBR Correlation Tests

APPENDIX I

Laboratory Chemical Test Certificates

Unit A2Windmill RoadPonswood Industrial EstateSt Leonards on SeaEast SussexTN38 9BYTelephone (01424) 718618Facsimile (01424) 729911

THE ENVIRONMENTAL LABORATORY LTD

F.A.O. Marc Williams Reporting Date: 24/08/2012Ground Investigation (Wales) Limited6 New Mill CourtEnterprise ParkSwansea, SA7 9FG

ANALYTICAL REPORT No. AR40123

Samples Received By:- Courier

Samples Received:- 17/08/12

Your Job No: p-w-986-01

Site Location: Templeton

No Samples Received:- 6

Report Checked By:- Authorised By:-

Steve Knight Mike Varley BSc, CChem, CSci, FRSCDirector Chief Chemist

Any comments, opinions, or interpretations expressed herein are outside the scope of UKAS accreditation (Accreditation Number 2683)

2683 2683

Page 1 of 4The Environmental Laboratory Ltd. Reg. No.3882193 .

2683 2683 Your Job No: p-w-986-01


Soils Characteristic Silt loam Silt loam Silt loam Silt loam Silt loam Silt loam

Date Sampled --- --- --- --- --- ---TP/BH TP TP2 TP3 TP6 TP8 TP10

Depth (m) 0.20 0.20 0.15 0.20 0.25 0.20Our ref 45174 45175 45176 45177 45178 45179

Stone Content (%) 9 10 14 8 <1 7

Arsenic** (mg/kg) 21.6 10.7 33.0 10.6 15.7 14.1Cadmium** (mg/kg) <0.5 <0.5 0.6 <0.5 <0.5 <0.5

Chromium** (mg/kg) 37 34 31 36 45 34Lead** (mg/kg) 39 27 51 24 42 39

Mercury** (mg/kg) <0.5 <0.5 <0.5 <0.5 <0.5 <0.5Nickel** (mg/kg) 32 26 37 26 28 26

Copper** (mg/kg) 107 33 47 34 48 24Zinc** (mg/kg) 89 72 98 69 74 59

Selenium** (mg/kg) 2.3 1.5 2.0 1.3 1.5 1.0Hexavalent Chromium (mg/kg) <2 <2 <2 <2 <2 <2

Water Soluble Boron (mg/kg) 0.5 0.5 <0.5 <0.5 <0.5 <0.5

pH Value** (Units) 6.4 5.5 5.5 5.3 5.3 5.5Total Sulphate (% as SO4) 0.12 0.11 0.10 0.10 0.11 0.10

Water Soluble Sulphate (mg/l as SO4) 19 <10 <10 <10 <10 12Total Potential Sulphate (% as SO4) 0.07 0.07 0.08 0.07 0.11 0.09

Total Cyanide** (mg/kg) <1 <1 <1 <1 <1 <1Total Sulphur (% as S) 0.02 0.02 0.03 0.02 0.04 0.03

Soil Organic Matter* (%) 3.3 3.0 2.2 3.0 4.5 3.2Total Monohydric Phenols** (mg/kg) <1 <1 <1 <1 <1 <1

All results expressed on dry weight basis** - MCERTS accredited test* = UKAS accredited testSBB


Location: Templeton

Tel: 01424 718618 Fax: 01424 729911


Unit A2, Windmill Road, Ponswood Industrial Estate, St Leonards On Sea, East Sussex, TN38 9BY

The Environmental Laboratory Ltd - Registered in England No 3882193 Page 2 of 4

2683 2683 Your Job No: p-w-986-01


Soils Characteristic Silt loam Silt loam Silt loam Silt loam Silt loam Silt loam

Date Sampled --- --- --- --- --- ---TP/BH TP TP2 TP3 TP6 TP8 TP10

Depth (m) 0.20 0.20 0.15 0.20 0.25 0.20Our ref 45174 45175 45176 45177 45178 45179

Naphthalene** (mg/kg) <0.1 <0.1 <0.1 <0.1 <0.1 <0.1Acenaphthylene** (mg/kg) <0.1 <0.1 <0.1 <0.1 <0.1 <0.1

Acenaphthene** (mg/kg) <0.1 <0.1 <0.1 <0.1 <0.1 <0.1Fluorene** (mg/kg) <0.1 <0.1 <0.1 <0.1 <0.1 <0.1

Phenanthrene** (mg/kg) <0.1 <0.1 <0.1 <0.1 <0.1 <0.1Anthracene** (mg/kg) <0.1 <0.1 <0.1 <0.1 <0.1 <0.1

Fluoranthene** (mg/kg) <0.1 <0.1 <0.1 <0.1 <0.1 <0.1Pyrene** (mg/kg) <0.1 <0.1 <0.1 <0.1 <0.1 <0.1

Benz(a)anthracene** (mg/kg) <0.1 <0.1 <0.1 <0.1 <0.1 <0.1Chrysene** (mg/kg) <0.1 <0.1 <0.1 <0.1 <0.1 <0.1

Benzo(b)fluoranthene** (mg/kg) <0.1 <0.1 <0.1 <0.1 <0.1 <0.1Benzo(k)fluoranthene** (mg/kg) <0.1 <0.1 <0.1 <0.1 <0.1 <0.1

Benzo(a)pyrene** (mg/kg) <0.1 <0.1 <0.1 <0.1 <0.1 <0.1Indeno(123-cd)pyrene** (mg/kg) <0.1 <0.1 <0.1 <0.1 <0.1 <0.1Dibenz(ah)anthracene** (mg/kg) <0.1 <0.1 <0.1 <0.1 <0.1 <0.1

Benzo(ghi)perylene** (mg/kg) <0.1 <0.1 <0.1 <0.1 <0.1 <0.1Total PAH** (mg/kg) <0.1 <0.1 <0.1 <0.1 <0.1 <0.1

All results expressed on dry weight basis** - MCERTS accredited testSBB

Location: Templeton

THE ENVIRONMENTAL LABORATORY LTDUnit A2, Windmill Road, Ponswood Industrial Estate, St Leonards On Sea, East Sussex, TN38 9BY

Tel: 01424 718618 Fax: 01424 729911


The Environmental Laboratory Ltd - Registered in England No 3882193 Page 3 of 4

Unit A2Windmill RoadPonswood Industrial EstateSt Leonards on SeaEast SussexTN38 9BYTelephone (01424) 718618Facsimile (01424) 729911


SAMPLE RECEIPT AND TEST DATES

Our Analytical Report Number AR40123Your Job No: p-w-986-01Sample Receipt Date: 17/08/12Reporting Date: 24/08/12

Registered: 17/08/12Prepared: 18/08/12Analysis complete: 24/08/12

TEST METHOD SUMMARY

PARAMETER Analysis Date Tested Method TechniqueUndertaken on Number

Arsenic** Air dried sample 22/08/12 118 ICPMSCadmium** Air dried sample 22/08/12 118 ICPMSChromium** Air dried sample 22/08/12 118 ICPMSLead** Air dried sample 22/08/12 118 ICPMSMercury** Air dried sample 22/08/12 118 ICPMSNickel** Air dried sample 22/08/12 118 ICPMSCopper** Air dried sample 22/08/12 118 ICPMSZinc** Air dried sample 22/08/12 118 ICPMSSelenium** Air dried sample 22/08/12 118 ICPMSWater Soluble Boron Air dried sample 21/08/12 202 ColorimetryHexavalent Chromium As submitted sample 21/08/12 110 Colorimetry

pH Value** Air dried sample 22/08/12 113 BRE SD1Total Sulphate Air dried sample 21/08/12 155 BRE SD1Water Soluble Sulphate Air dried sample 21/08/12 172 BRE SD1Total Potential Sulphate Air dried sample 21/08/12 116 BRE SD1

Total Cyanide** As submitted sample 21/08/12 204 ColorimetryTotal Sulphur Air dried sample 21/08/12 116 BRE SD1Soil Organic Matter* Air dried sample 22/08/12 111 TitrationTotal Monohydric Phenols** As submitted sample 21/08/12 121 HPLCSpeciated PAH** As submitted sample 21/08/12 133 Gas Chromatography

* = UKAS Accredited test** - MCERTS Accredited testMCERTS accreditation covers samples which are predominantly sand, clay, loam or combinations of these three soil types

2683 2683

Any comments, opinions, or interpretations expressed herein are outside the scope of UKAS accreditation (Accreditation Number 2683)

Page 4 of 4The Environmental Laboratory Ltd. Reg. No.3882193 .

APPENDIX J

Laboratory Geotechnical Test Certificates

Laboratory

Report

Contract Number: 16970

Client's Reference: p-sw.986-01 Report Date: 01-10-2012

Client Name: Ground Investigation (Wales) Ltd

6 New Mill Court

Enterprise Park,

Swansea,

SA7 9FG

Contract Title: Land Adjacent To Village Green, Templeton

For the attention of: Marc Williams

Date Received: 15-08-2012

Date Commenced: 15-08-2012

Date Completed: 01-10-2012

Test Description Quantity Checked Approved

Trial Pits - Bulk Bags 40

Moisture Content

1377 : 1990 Part 2 : 3.2 *

11

4 Point Liquid & Plastic Limit

1377 : 1990 Part 2 : 4.3 & 5.3 *

11

PSD Wet Sieve method

1377 : 1990 Part 2 : 9.2 *

4

BRE Suite SD1 4

Notes: Observations and Interpretations are outside the UKAS Accreditation

* - Denotes test included in laboratory scope of accreditation

# - Denotes test carried out by approved contractor

This certificate is issued in accordance with the accreditation requirements of the United Kingdom Accreditation Service. The results reported herein

relate only to the material supplied to the laboratory. This certificate shall not be reproduced in full, without the prior written approval of the laboratory.

Approved Signatories:

Paul Evans (Quality Manager), Emma Williams (Office Manager),

Benjamin Sharp (Laboratory Coordinator), Alex Wynn (Business Development Manager).

GEO Site & Testing Services Ltd, Unit 4, Heol Aur, Dafen Ind Estate, Dafen, Llanelli, Carmarthenshire SA15 8QNTelephone: 01554 784 040 | Fax: 01554 784 041 | Email: [email protected] | Website: http://geo.uk.com

Client ref: p-sw.986-01

Location:

Contract Number: 16970-150812

Hole Sample

Number Number

TP1 0.60 Brown gravelly fine to coarse silty CLAY.


TP2 1.30 Brown sandy fine to coarse silty clayey GRAVEL with few cobbles.


TP4 0.45 Brown gravelly fine to coarse clayey SILT.





TP5 1.80 Brown silty clayey fine to coarse sandy GRAVEL.

TP6 0.50 Brown clayey silty fine to medium GRAVEL.


TP6 2.00 Brown silty clayey fine to coarse sandy GRAVEL.


TP9 0.80 Brown sandy silty clayey fine to coarse GRAVEL.


Checked By Approved By:

Date Approved: 1.10.12

Land Adjacent To Village Green, Templeton

Type

Depth (m)

Description of Sample*

Note: Results on this table are in summary format and may not meet the requirements of the relevant

standards, additional information is held by the laboratory

GEO/005

Test Report: Method of the Determination of the plastic limit and plasticity index

BS 1377 : Part 2 : 1990 Method 5


Location:


Hole/ Moisture Liquid Plastic Plasticity %

Sample Sample Content Limit Limit Index Passing Remarks

Number Type % % % % .425mm

Cl. 3.2 Cl. 4.3/4.4 Cl. 5. Cl. 6.

TP1 B 0.60 29 53 27 26 89 CH High Plasticity



TP4 B 0.45 23 49 26 23 90 CI Intermediate Plasticity

TP4 B 1.00 37 59 33 26 92 MH High Plasticity






TP10 B 0.80 14 NP 34

Symbols: NP : Non Plastic # : Liquid Limit and Plastic Limit Wet Sieved




PLASTICITY CHART FOR CASAGRANDE CLASSIFICATION.

BS 5930:1999+A2:2010

Depth

m

0

10

20

30

40

50

60

70

80

90

0 20 40 60 80 100 120

Pla

sti

cit

y I

nd

ex

(%

)

Liquid Limit (%)

Unit 4Heol Aur

Dafen Ind EstateDafenCarmarthenshire

SA14 8QNTel: 01554 784040

01554 750752Fax: 01554 770529

01554 784041Web: www.geo.uk.com

Date: 04/09/2012

Client: Ground Investigation

Our Reference: 16970-150812

Client Reference: p-sw.986-01

Contract Title: Land Adjacent To Village Green, Templeton

Description: (Total Samples) 1

Date Received: 15/08/2012

Date Started: 26/08/2012

Date Completed: 30/08/2012

Test Procedures: (B.S. 1377 : PART 3 : 1990 AND BRE CP2/79)

Notes:

Solid samples will be disposed 1 month and liquids 2 weeks

after the date of issue of this test certificate

Approved By:

Authorised Signatories: Emma Williams Wayne Honey Paul Evans

Laboratory Office Manager Laboratory Technician Quality Manager

Certificate of Analysis

Page 1 of 1

Contract No: 16970-150812

Client Ref: p-sw.986-01

Location: Land Adjacent To Village Green, Templeton

Date: 04/09/2012

SUMMARY OF CHEMICAL ANALYSIS(B.S. 1377 : PART 3 : 1990 AND BRE CP2/79)

Chloride Content

Soluble Ground- pH Total Magnesium Nitrate RemarksHole Sample Depth Chloride as water Value Sulphur

Number Number m % equiv. @ 25oC % g/l mg/l

NaCl g/l

Clause 7.3 Clause 7.2 Clause 9.

TP3 B 0.50 0.05 ( 0.06 ) 0.01 ( 0.02 ) 7.86 0.18

TP10 B2 0.50 0.14 ( 0.16 ) 0.03 ( 0.03 ) 7.23 0.48

TP5 B5 1.30 0.14 ( 0.16 ) 0.05 ( 0.07 ) 7.65 0.48

TP10 B3 0.80 0.05 ( 0.06 ) 0.02 ( 0.02 ) 6.59 0.18

NCP - No Chloride present

Sulphate Content SO3 (as SO4)

Ground-water

AcidSoluble

Sulphate

AqueousExtract

g/l

Clause 5.4.

Sulphateas g/l SO4

Clause 5.5.Clause 5.5.

as % SO4

Test Report: Particle Size Distribution Test

BS 1377 Part 2:1990.

Wet Sieve, Clause 9.2


Location:


Hole Number TP2

Sample Number:

Depth (m) :

Sample Type B

BS Test Percentage

Sieve Passing

125 100

75 96

63 86

37.5 51

20 36

10 23

6.3 18

3.35 14

2.00 12

1.18 11

0.60 10

0.300 9


1.50

0.0

02

0.0

06

0.0

20

0.0

63

0.1

50

0.2

12

0.3

00

0.6

00

1.1

8

2.0

0

3.3

5

6.3

10.0

20.0

37.5

63

75

125

50

60

70

80

90

100

ge

Pa

ssin

g.

0.212 9

0.150 9

0.063 8

Particle Percentage

Diameter Passing

0.02 #

0.006 #

0.002 #

Soil Fraction Cobbles Gravel Sand

Remarks:



Silt and Clay

#- not determined

14 474 8Total

Percentage

0

10

20

30

40

0.001 0.01 0.1 1 10 100 1000

Pe

rce

nta

Particle Size (mm).

EO/104


BS 1377 Part 2:1990.



Location:


Hole Number TP5

Sample Number:

Depth (m) :

Sample Type B

BS Test Percentage

Sieve Passing

125 100

75 100

63 100

37.5 76

20 52

10 27

6.3 20

3.35 14

2.00 12

1.18 10

0.60 9

0.300 8


1.80

0.0

02

0.0

06

0.0

20

0.0

63

0.1

50

0.2

12

0.3

00

0.6

00

1.1

8

2.0

0

3.3

5

6.3

10.0

20.0

37.5

63

75

125

50

60

70

80

90

100

ge

Pa

ssin

g.

0.212 7

0.150 6

0.063 5

Particle Percentage

Diameter Passing

0.02 #

0.006 #

0.002 #


Remarks:



5Total

Percentage

#- not determined

0 788

Silt and Clay

0

10

20

30

40

0.001 0.01 0.1 1 10 100 1000

Pe

rce

nta

Particle Size (mm).

EO/104


BS 1377 Part 2:1990.



Location:


Hole Number TP6

Sample Number:

Depth (m) :

Sample Type B

BS Test Percentage

Sieve Passing

125 100

75 100

63 100

37.5 89

20 75

10 59

6.3 51

3.35 42

2.00 35

1.18 30

0.60 25

0.300 21


2.00

0.0

02

0.0

06

0.0

20

0.0

63

0.1

50

0.2

12

0.3

00

0.6

00

1.1

8

2.0

0

3.3

5

6.3

10.0

20.0

37.5

63

75

125

50

60

70

80

90

100

ge

Pa

ssin

g.

0.212 20

0.150 18

0.063 15

Particle Percentage

Diameter Passing

0.02 #

0.006 #

0.002 #


Remarks:



Silt and Clay

#- not determined

0 2065 15Total

Percentage

0

10

20

30

40

0.001 0.01 0.1 1 10 100 1000

Pe

rce

nta

Particle Size (mm).

EO/104


BS 1377 Part 2:1990.



Location:


Hole Number TP9

Sample Number:

Depth (m) :

Sample Type B

BS Test Percentage

Sieve Passing

125 100

75 100

63 100

37.5 100

20 92

10 72

6.3 64

3.35 56

2.00 49

1.18 45

0.60 41

0.300 37


0.80

0.0

02

0.0

06

0.0

20

0.0

63

0.1

50

0.2

12

0.3

00

0.6

00

1.1

8

2.0

0

3.3

5

6.3

10.0

20.0

37.5

63

75

125

50

60

70

80

90

100

ge

Pa

ssin

g.

0.212 34

0.150 31

0.063 27

Particle Percentage

Diameter Passing

0.02 #

0.006 #

0.002 #


Remarks:



Silt and Clay

#- not determined

0 2251 27Total

Percentage

0

10

20

30

40

0.001 0.01 0.1 1 10 100 1000

Pe

rce

nta

Particle Size (mm).

EO/104

Documents

Ground Investigation - CDN Planning · Trial Pit Photographs Report.986-01.0.Appendix F.trial pit photographs.doc 12/20 ... TEL 01792 411013 FAX 01792 411014 EMAIL [email protected]