Appendix F Indirect CBR test results

Transcription

1 Appendix F Indirect CBR test results

2 depth below ground level () Causeway Geotech Ltd CBR estimated using Kleyn & Van Heerden (1983): Dynamic Cone Penetrometer (DCP) test results and estimated CBR Log CBR = Log (/blow) Project: Additional Investigation at Grangecastle Report No: Test Number: TP A Date: 16-Sep cumulative number of blows depth from to () /blow CBR (%)

3 depth below ground level () Causeway Geotech Ltd CBR estimated using Kleyn & Van Heerden (1983): Dynamic Cone Penetrometer (DCP) test results and estimated CBR Log CBR = Log (/blow) Project: Additional Investigation at Grangecastle Report No: Test Number: TP B Date: 15-Sep cumulative number of blows depth from to () /blow CBR (%)

4 depth below ground level () Causeway Geotech Ltd CBR estimated using Kleyn & Van Heerden (1983): Dynamic Cone Penetrometer (DCP) test results and estimated CBR Log CBR = Log (/blow) Project: Additional Investigation at Grangecastle Report No: Test Number: TP C Date: 15-Sep cumulative number of blows depth from to () /blow CBR (%)

5 depth below ground level () Causeway Geotech Ltd CBR estimated using Kleyn & Van Heerden (1983): Dynamic Cone Penetrometer (DCP) test results and estimated CBR Log CBR = Log (/blow) Project: Additional Investigation at Grangecastle Report No: Test Number: TP D Date: 15-Sep cumulative number of blows depth from to () /blow CBR (%)

6 depth below ground level () Causeway Geotech Ltd CBR estimated using Kleyn & Van Heerden (1983): Dynamic Cone Penetrometer (DCP) test results and estimated CBR Log CBR = Log (/blow) Project: Additional Investigation at Grangecastle Report No: Test Number: TP F Date: 16-Sep cumulative number of blows depth from to () /blow CBR (%)

7 depth below ground level () Causeway Geotech Ltd CBR estimated using Kleyn & Van Heerden (1983): Dynamic Cone Penetrometer (DCP) test results and estimated CBR Log CBR = Log (/blow) Project: Additional Investigation at Grangecastle Report No: Test Number: TP G Date: 16-Sep cumulative number of blows depth from to () /blow CBR (%)

8 APPENDIX G Infiltration test results

9 Grangecastle Report No.: Soak away 01 Soak away 01 November 2016

10 Grangecastle Report No.: Soak away 01 Soak Away 02 November 2016

11 Grangecastle Report No.: Soak away 02 Soak Away 02 November 2016

12 Grangecastle Report No.: Soak Away 01 Soak Away 01 November 2016

13 Grangecastle Report No.: Soak away 02 Soak Away 03 November 2016

14 Grangecastle Report No.: Soak Away 03 Soak Away03 November 2016

15 Grangecastle Report No.: Soak away 03 Soak Away 03 November 2016

16 depth of water in pit (m) Project No.: Causeway Geotech Ltd Site: Grangecastle Infiltration Test Test Location: SKW01 #1 Analysis using method as described in Date 28-Sep-16 BRE Digest 365 and width (m) length (m) CIRIA Report C697-The SUDS Manual test pit top dimensions test pit base dimensions test infiltration rate (q) = m/h test pit depth 1.5 m depth to groundwater before adding water (m) = dry depth of time depth to water water in pit (mins) surface (m) (m) From graph below: test start - 75% depth at m water depth time is not determined test end - 25% depth at m water depth time is minutes time depth of depth to water water in pit time elapsed Area of walls and volume of water lost base at 50% drop q q (mins) surface (m) (m) (mins) (m3) (m2) (m/min) (m/h) E time (mins)

17 depth of water in pit (m) Project No.: Causeway Geotech Ltd Site: Grangecastle Infiltration Test Test Location: SKW02 Analysis using method as described in Date 28-Sep-16 BRE Digest 365 and width (m) length (m) CIRIA Report C697-The SUDS Manual test pit top dimensions test pit base dimensions test infiltration rate (q) = m/h test pit depth 1.5 m depth to groundwater before adding water (m) = dry depth of time depth to water water in pit (mins) surface (m) (m) From graph below: test start - 75% depth at m water depth 1.5 time is not determined test end - 25% depth at m water depth 1.5 time is 1.0 minutes time depth of depth to water water in pit time elapsed Area of walls and volume of water lost base at 50% drop q q (mins) surface (m) (m) (mins) (m3) (m2) (m/min) (m/h) E time (mins)

18 depth of water in pit (m) Project No.: Causeway Geotech Ltd Site: Grangecastle Infiltration Test Test Location: SKW03 Analysis using method as described in Date 28-Sep-16 BRE Digest 365 and width (m) length (m) CIRIA Report C697-The SUDS Manual test pit top dimensions test pit base dimensions test infiltration rate (q) = m/h test pit depth 1.3 m depth to groundwater before adding water (m) = dry depth of time depth to water water in pit (mins) surface (m) (m) From graph below: test start - 75% depth at m water depth time is not determined test end - 25% depth at m water depth time is minutes depth of water in pit (m) time elapsed (mins) Area of walls and base at 50% drop (m2) time (mins) depth to water surface (m) volume of water lost (m3) q (m/min) q (m/h) E time (mins)

19 Appendix H Laboratory test results

20 SOIL AND ROCK SAMPLE ANALYSIS LABORATORY TEST REPORT Client: Edge Connex Engineer: Pinnacle Consulting Engineering From: Stephen Watson Laboratory Manager Causeway Geotech Ltd Tel: +44(0) Date: 21/10/16 Ref: Additional Land Survey at Grangecastle, Dublin We are pleased to attach the results of laboratory testing carried out for the above project. This memo and its attachments constitute a report of the results of tests as detailed in the Contents page(s). The attached results complete the testing requested and we would therefore wish to confirm that samples will be retained without charge for a period of 60 days from the above date after which they will be appropriately disposed of unless we receive written instructions to the contrary prior to that date. We trust our report meets with your approval but if you have any queries or require additional information, please do not hesitate to contact the undersigned. Approved Signatory Stephen Watson Laboratory Manager

21 Project Name Additional Land Survey at Grangecastle, Dublin Report Reference The table below details the tests carried out, the specifications used and the number of tests included in this report: Material tested Type of test/properties measured/range of measurement Standard specifications Number of test results included in the report SOIL SOIL Moisture content - oven drying method Liquid limit - cone penetrometer BS : BS : SOIL Liquid limit - cone penetrometer - one point BS : SOIL Plastic limit BS : SOIL Plasticity index and liquidity index BS : SOIL SOIL SOIL Particle size distribution - wet sieving Particle size distribution - dry sieving Particle size distribution -sedimentation hydrometer method BS : BS : BS : SOIL ph Value of Soil BS : SOIL Sulphate Content water extract BS : ROCK Point load index ISRM Coission on Testing Methods. Suggested Method for Determining Point Load Strength 1985 ROCK UCS ISRM Suggested Methods - Rock Characterization Testing and Monitoring, Ed. E T Brown

22 Suary of Classification Test Results Project No. Project Name Additional Land Survey at Grangecastle, Dublin Hole No. Ref Sample Top Base Type Soil Description Density w Passing LL PL PI Particle bulk dry 425µm density Mg/m 3 % % % % % Mg/m 3 Casagrande Classification TP A Brown slightly sandy gravelly D pt CLAY. CL TP B Light brown slightly sandy gravelly B pt CLAY. CI TP C Grey slightly sandy gravelly CLAY B pt with medium cobble content. CL TP D Light brown sandy gravelly CLAY B pt with low cobble content. CL TP E TP F Brown slightly sandy gravelly B pt CLAY with low cobble content. Brown slightly sandy fine to coarse B 9.0 GRAVEL. TP G B Brown mottled grey sandy CLAY pt CI CI All tests performed in accordance with BS1377:1990 unless specified otherwise Key Date Printed Approved By Table Density test Liquid Limit Particle density Linear measurement unless : 4pt cone unless : sp - small pyknometer wd - water displacement cas - Casagrande method gj - gas jar sheet wi - iersion in water 1pt - single point test 1 21/10/2016 Stephen.Watson 1

23 æ m ö ç è m 1 ø Percentage Passing % 3.45 PARTICLE SIZE DISTRIBUTION Job Ref Borehole/Pit No. TP A Site Name Additional Land Survey at Grangecastle, Dublin Sample No. 6 Soil Description Brown slightly sandy gravelly CLAY. Depth, m 1.30 Specimen Reference 9 Specimen Depth m Sample Type D Test Method BS1377:Part 2:1990, clauses 9.2 and 9.5 KeyLAB ID Caus CLAY SILT SAND GRAVEL Fine Medium Coarse Fine Medium Coarse Fine Medium Coarse COBBLES BOULDERS Sieving Sedimentation Particle Size % Passing Particle Size % Passing Particle Size Dry Mass of sample, g Sample Proportions % dry mass Cobbles Gravel Sand Fines < Grading Analysis D100 D60 D30 D Uniformity Coefficient Curvature Coefficient Particle density 1.40 (assumed) Mg/m3 Remarks Preparation and testing in accordance with BS1377 unless noted below Approved Stephen.Watson Sheet printed 21/10/ :32 Fig 1 Sheet

24 æ m ö ç è m 1 ø Percentage Passing % 3.45 PARTICLE SIZE DISTRIBUTION Job Ref Borehole/Pit No. TP B Site Name Additional Land Survey at Grangecastle, Dublin Sample No. 2 Soil Description Light brown slightly sandy gravelly CLAY. Depth, m 1.40 Specimen Reference 9 Specimen Depth m Sample Type B Test Method BS1377:Part 2:1990, clauses 9.2 and 9.5 KeyLAB ID Caus CLAY SILT SAND GRAVEL Fine Medium Coarse Fine Medium Coarse Fine Medium Coarse COBBLES BOULDERS Sieving Sedimentation Particle Size % Passing Particle Size % Passing Particle Size Dry Mass of sample, g Sample Proportions % dry mass Cobbles Gravel Sand Fines < Grading Analysis D100 D60 D30 D Uniformity Coefficient Curvature Coefficient Particle density 1.40 (assumed) Mg/m3 Remarks Preparation and testing in accordance with BS1377 unless noted below Approved Stephen.Watson Sheet printed 21/10/ :32 Fig 1 Sheet

25 æ m ö ç è m 1 ø Percentage Passing % 3.45 PARTICLE SIZE DISTRIBUTION Job Ref Borehole/Pit No. TP C Site Name Additional Land Survey at Grangecastle, Dublin Sample No. 4 Soil Description Grey slightly sandy gravelly CLAY with medium cobble content. Depth, m 1.50 Specimen Reference 9 Specimen Depth m Sample Type B Test Method BS1377:Part 2:1990, clauses 9.2 and 9.5 KeyLAB ID Caus CLAY SILT SAND GRAVEL Fine Medium Coarse Fine Medium Coarse Fine Medium Coarse COBBLES BOULDERS Sieving Sedimentation Particle Size % Passing Particle Size % Passing Particle Size Dry Mass of sample, g Sample Proportions % dry mass Cobbles Gravel Sand Fines < Grading Analysis D100 D60 D30 D Uniformity Coefficient Curvature Coefficient Particle density 1.40 (assumed) Mg/m3 Remarks Preparation and testing in accordance with BS1377 unless noted below Approved Stephen.Watson Sheet printed 21/10/ :32 Fig 1 Sheet

26 æ m ö ç è m 1 ø Percentage Passing % 3.45 PARTICLE SIZE DISTRIBUTION Job Ref Borehole/Pit No. TP D Site Name Additional Land Survey at Grangecastle, Dublin Sample No. 2 Soil Description Light brown sandy gravelly CLAY with low cobble content. Depth, m 1.70 Specimen Reference 9 Specimen Depth m Sample Type B Test Method BS1377:Part 2:1990, clauses 9.2 and 9.5 KeyLAB ID Caus CLAY SILT SAND GRAVEL Fine Medium Coarse Fine Medium Coarse Fine Medium Coarse COBBLES BOULDERS Sieving Sedimentation Particle Size % Passing Particle Size % Passing Particle Size Dry Mass of sample, g Sample Proportions % dry mass Cobbles Gravel Sand Fines < Grading Analysis D100 D60 D30 D Uniformity Coefficient Curvature Coefficient Particle density 1.40 (assumed) Mg/m3 Remarks Preparation and testing in accordance with BS1377 unless noted below Approved Stephen.Watson Sheet printed 21/10/ :32 Fig 1 Sheet

27 æ m ö ç è m 1 ø Percentage Passing % 3.45 PARTICLE SIZE DISTRIBUTION Job Ref Borehole/Pit No. TP E Site Name Additional Land Survey at Grangecastle, Dublin Sample No. 2 Soil Description Brown slightly sandy gravelly CLAY with low cobble content. Depth, m 1.70 Specimen Reference 9 Specimen Depth m Sample Type B Test Method BS1377:Part 2:1990, clauses 9.2 and 9.5 KeyLAB ID Caus CLAY SILT SAND GRAVEL Fine Medium Coarse Fine Medium Coarse Fine Medium Coarse COBBLES BOULDERS Sieving Sedimentation Particle Size % Passing Particle Size % Passing Particle Size Dry Mass of sample, g Sample Proportions % dry mass Cobbles Gravel Sand Fines < Grading Analysis D100 D60 D30 D Uniformity Coefficient Curvature Coefficient Particle density 1.40 (assumed) Mg/m3 Remarks Preparation and testing in accordance with BS1377 unless noted below Approved Stephen.Watson Sheet printed 21/10/ :32 Fig 1 Sheet

28 æ m ö ç è m 1 ø Percentage Passing % 3.45 PARTICLE SIZE DISTRIBUTION Job Ref Borehole/Pit No. TP F Site Name Additional Land Survey at Grangecastle, Dublin Sample No. 4 Soil Description Brown slightly sandy fine to coarse GRAVEL. Depth, m 2.10 Specimen Reference 9 Specimen Depth m Sample Type B Test Method BS1377:Part 2:1990, clause 9.2 KeyLAB ID Caus CLAY SILT SAND GRAVEL Fine Medium Coarse Fine Medium Coarse Fine Medium Coarse COBBLES BOULDERS Sieving Sedimentation Particle Size % Passing Particle Size % Passing Particle Size Dry Mass of sample, g Sample Proportions % dry mass Cobbles Gravel Sand Fines < Grading Analysis D100 D60 D30 D Uniformity Coefficient 2 26 Curvature Coefficient Remarks Preparation and testing in accordance with BS1377 unless noted below Approved Stephen.Watson Sheet printed 21/10/ :32 Fig 1 Sheet

29 æ m ö ç è m 1 ø Percentage Passing % 3.45 PARTICLE SIZE DISTRIBUTION Job Ref Borehole/Pit No. TP G Site Name Additional Land Survey at Grangecastle, Dublin Sample No. 5 Soil Description Brown mottled grey sandy CLAY. Depth, m 1.80 Specimen Reference 9 Specimen Depth m Sample Type B Test Method BS1377:Part 2:1990, clauses 9.2 and 9.5 KeyLAB ID Caus CLAY SILT SAND GRAVEL Fine Medium Coarse Fine Medium Coarse Fine Medium Coarse COBBLES BOULDERS Sieving Sedimentation Particle Size % Passing Particle Size % Passing Particle Size Dry Mass of sample, g Sample Proportions % dry mass Cobbles Gravel Sand Fines < Grading Analysis D100 D60 D30 D Uniformity Coefficient 2 99 Curvature Coefficient Particle density 1.40 (assumed) Mg/m3 Remarks Preparation and testing in accordance with BS1377 unless noted below Approved Stephen.Watson Sheet printed 21/10/ :32 Fig 1 Sheet

30 Contract: Additional Investigation at Grangecastle Business Park Causeway Geotech Ltd Job No.: CHEMICAL TESTS Tests 3, 4, 5 & 9 of BS 1377 : Part 3 : 1990 EH No. Type Sample No. Sample Sheet 1 of 1 Passing Organic Mass Sulfate Content SO 4 ph Depth 2 Matter Loss on Soil/water Value Groundwater at to Sieve Content Ignition (mg/l) (m) (m) (%) * (%) # (%) $ (mg/l) TP A B TP B B TP C B TP D B TP E B TP F B TP G B * Walkley and Black's dichromate method Clause 3 # Average of 3 specimens-clause 4 $ Water soluble SO 4 from 2:1 water-soil extract-clause Average of 2/3 specimens-clause 9.5 Clause Nos. of BS1377:Part 3:1990

31 Type (D, A, I, B) Direction (L, P or U) Failure Valid (Y/N) Equivalent diameter, De Project No. Project Name Point Load Strength Index Tests Suary of Results Additional Land Survey at Grangecastle, Dublin Borehole No. Sample Specimen Depth Ref. Type Ref. Depth Rock Type Test Type see ISRM Dimensions Force P Point Load Strength Index Lne W Dps Dps' I s I s(50) Remarks (including water content if measured) m m kn MPa MPa LIMESTONE BH A 4.50 C 1 A U YES LIMESTONE BH A 5.50 C 1 A U YES LIMESTONE BH C 2.50 C 1 A U YES LIMESTONE BH C 3.50 C 1 A U YES Test Type D - Diametral, A - Axial, I - Irregular Lump, B - Block Direction L - parallel to planes of weakness P - perpendicular to planes of weakness U - unknown or random Dimensions Dps - Distance between platens ( platen separation ) Dps' - at failure ( see ISRM note 6) Lne - Length from platens to nearest free end W - Width of shortest dimension perpendicular to load, P Diametral P D ps L ne W D ps Axial W P L ne Block/irregular lump W P D ps Date Printed Approved By Table Test performed in accordance with ISRM Suggested Methods : 2007, unless noted otherwise Detailed legend for test and dimensions, based on ISRM, is shown above. 21/10/ Size factor, F = (De/50) 0.45 for all tests. sheet Stephen.Watson 1

32 UNIAXIAL COMPRESSION TEST ON ROCK - SUMMARY OF RESULTS Project No. Project Name Additional Land Survey at Grangecastle, Dublin Hole No. BH A BH C Sample Ref Top Base Type Rock Type Specimen Dimensions2 Water Uniaxial Compression3 Bulk Content Density2 Dia. Length H/D 1 Condition Mode of UCS failure Mg/m3 % MPa C LIMESTONE C LIMESTONE as received as received AC 20.8 F Remarks Notes 1 ISRM p87 test 1, water content at 105 ± 3 oc, specimen as tested for UCS Mode of failure : 2 ISRM p86 clause (vii), Caliper method used for determination of bulk volume and derivation of bulk density S - Single shear MS - multiple shear 3 ISRM p153 part 1, determination of Uniaxial Compressive Strength ( UCS ) of Rock Materials AC - Axial cleavage F - Fragmented above notes apply unless annotated otherwise in the remarks Test Specification Date Printed Approved By Table International Society for Rock Mechanics, The complete ISRM suggested methods for Rock Characterization Testing and Monitoring, /10/ sheet Stephen.Watson 1

33 Final Report Chemtest Ltd. Depot Road Newmarket CB8 0AL Tel: Report No.: Initial Date of Issue: Client Client Address: 28-Sep-2016 Causeway Geotech Ltd 8 Drumahiskey Road Balnamore Ballymoney County Antrim BT53 7QL Contact(s): Project Andy Garne Colm Hurley Darren O'Mahony Matthew Gilbert Stephen Franey Stephen Watson Paul Dunlop Neil Haggan Grangecastle Add Land Survey Quotation No.: Date Received: 20-Sep-2016 Order No.: Date Instructed: 20-Sep-2016 No. of Samples: 4 Turnaround (Wkdays): 7 Results Due: 28-Sep-2016 Date Approved: 28-Sep-2016 Approved By: Details: Martin Dyer, Laboratory Manager Page 1 of 6

34 Results - 2 Stage WAC Project: Grangecastle Add Land Survey Chemtest Job No: Chemtest Sample ID: Landflll Waste Acceptance Criteria Limits Sample Location ID: TPB Stable, Non- Sample Ref: reactive Hazardous Top Depth(m): 0.50 Inert Waste hazardous Waste Bottom Depth(m): Landfill waste in non- Landfill Sampling Date: 15-Sep-2016 hazardous Determinand SOP Accred. Units Landfill Total Organic Carbon 2625 U % Loss On Ignition 2610 U % Total BTEX 2760 U mg/kg < Total PCBs (7 Congeners) 2815 U mg/kg < TPH Total WAC (Mineral Oil) 2670 U mg/kg Total (Of 17) PAH's 2700 N mg/kg < ph 2010 U >6 -- Acid Neutralisation Capacity 2015 N mol/kg To evaluate To evaluate Eluate Analysis 2:1 8:1 2:1 Cumulative Limit values for compliance leaching test mg/l mg/l mg/kg mg/kg 10:1 using BS EN at L/S 10 l/kg Arsenic 1450 U < < < < Barium 1450 U < 0.50 < Cadmium 1450 U < < < < Chromium 1450 U < < Copper 1450 U < < < < Mercury 1450 U < < < < Molybdenum 1450 U < Nickel 1450 U < < < < Lead 1450 U < < < < Antimony 1450 U < < < < Selenium 1450 U < < < Zinc 1450 U < < 0.50 < Chloride 1220 U Fluoride 1220 U Sulphate 1220 U Total Dissolved Solids 1020 N Phenol Index 1920 U < < < 0.30 < Dissolved Organic Carbon 1610 U < Soild Information Leachate Test Information Dry mass of test portion/kg Leachant volume 1st extract/l Moisture (%) 11 Leachant volume 2nd extract/l Eluant recovered from 1st extract/l Page 2 of

35 Results - 2 Stage WAC Project: Grangecastle Add Land Survey Chemtest Job No: Chemtest Sample ID: Landflll Waste Acceptance Criteria Limits Sample Location ID: TPB Stable, Non- Sample Ref: reactive Hazardous Top Depth(m): 1.50 Inert Waste hazardous Waste Bottom Depth(m): Landfill waste in non- Landfill Sampling Date: 15-Sep-2016 hazardous Determinand SOP Accred. Units Landfill Total Organic Carbon 2625 U % Loss On Ignition 2610 U % Total BTEX 2760 U mg/kg < Total PCBs (7 Congeners) 2815 U mg/kg < TPH Total WAC (Mineral Oil) 2670 U mg/kg < Total (Of 17) PAH's 2700 N mg/kg < ph 2010 U >6 -- Acid Neutralisation Capacity 2015 N mol/kg To evaluate To evaluate Eluate Analysis 2:1 8:1 2:1 Cumulative Limit values for compliance leaching test mg/l mg/l mg/kg mg/kg 10:1 using BS EN at L/S 10 l/kg Arsenic 1450 U < < < < Barium 1450 U < 0.50 < Cadmium 1450 U < < < < Chromium 1450 U < < Copper 1450 U < < < Mercury 1450 U < < < < Molybdenum 1450 U < Nickel 1450 U < < < Lead 1450 U < < < < Antimony 1450 U < < < < Selenium 1450 U < Zinc 1450 U < < 0.50 < Chloride 1220 U Fluoride 1220 U < Sulphate 1220 U Total Dissolved Solids 1020 N Phenol Index 1920 U < < < 0.30 < Dissolved Organic Carbon 1610 U < Soild Information Leachate Test Information Dry mass of test portion/kg Leachant volume 1st extract/l Moisture (%) 14 Leachant volume 2nd extract/l Eluant recovered from 1st extract/l Page 3 of EPA Export :03:18:08

36 Results - 2 Stage WAC Project: Grangecastle Add Land Survey Chemtest Job No: Chemtest Sample ID: Landflll Waste Acceptance Criteria Limits Sample Location ID: TPD Stable, Non- Sample Ref: reactive Hazardous Top Depth(m): 0.50 Inert Waste hazardous Waste Bottom Depth(m): Landfill waste in non- Landfill Sampling Date: 15-Sep-2016 hazardous Determinand SOP Accred. Units Landfill Total Organic Carbon 2625 U % Loss On Ignition 2610 U % Total BTEX 2760 U mg/kg < Total PCBs (7 Congeners) 2815 U mg/kg < TPH Total WAC (Mineral Oil) 2670 U mg/kg < Total (Of 17) PAH's 2700 N mg/kg < ph 2010 U >6 -- Acid Neutralisation Capacity 2015 N mol/kg To evaluate To evaluate Eluate Analysis 2:1 8:1 2:1 Cumulative Limit values for compliance leaching test mg/l mg/l mg/kg mg/kg 10:1 using BS EN at L/S 10 l/kg Arsenic 1450 U < < < < Barium 1450 U < 0.50 < Cadmium 1450 U < < < < Chromium 1450 U < < < Copper 1450 U < < < Mercury 1450 U < < < < Molybdenum 1450 U < Nickel 1450 U < < < < Lead 1450 U < < < < Antimony 1450 U < < < < Selenium 1450 U < Zinc 1450 U < 0.50 < Chloride 1220 U Fluoride 1220 U Sulphate 1220 U Total Dissolved Solids 1020 N Phenol Index 1920 U < < < 0.30 < Dissolved Organic Carbon 1610 U < Soild Information Leachate Test Information Dry mass of test portion/kg Leachant volume 1st extract/l Moisture (%) 9.9 Leachant volume 2nd extract/l Eluant recovered from 1st extract/l Page 4 of EPA Export :03:18:08

37 Results - 2 Stage WAC Project: Grangecastle Add Land Survey Chemtest Job No: Chemtest Sample ID: Landflll Waste Acceptance Criteria Limits Sample Location ID: TPD Stable, Non- Sample Ref: reactive Hazardous Top Depth(m): 2.00 Inert Waste hazardous Waste Bottom Depth(m): Landfill waste in non- Landfill Sampling Date: 15-Sep-2016 hazardous Determinand SOP Accred. Units Landfill Total Organic Carbon 2625 U % Loss On Ignition 2610 U % Total BTEX 2760 U mg/kg < Total PCBs (7 Congeners) 2815 U mg/kg < TPH Total WAC (Mineral Oil) 2670 U mg/kg < Total (Of 17) PAH's 2700 N mg/kg < ph 2010 U >6 -- Acid Neutralisation Capacity 2015 N mol/kg To evaluate To evaluate Eluate Analysis 2:1 8:1 2:1 Cumulative Limit values for compliance leaching test mg/l mg/l mg/kg mg/kg 10:1 using BS EN at L/S 10 l/kg Arsenic 1450 U < < < < Barium 1450 U < 0.50 < Cadmium 1450 U < < < < Chromium 1450 U < < < Copper 1450 U < < < Mercury 1450 U < < < < Molybdenum 1450 U < < Nickel 1450 U < < < < Lead 1450 U < < < < Antimony 1450 U < < < < Selenium 1450 U < < < Zinc 1450 U < < 0.50 < Chloride 1220 U Fluoride 1220 U Sulphate 1220 U Total Dissolved Solids 1020 N Phenol Index 1920 U < < < 0.30 < Dissolved Organic Carbon 1610 U < Soild Information Leachate Test Information Dry mass of test portion/kg Leachant volume 1st extract/l Moisture (%) 12 Leachant volume 2nd extract/l Eluant recovered from 1st extract/l Page 5 of EPA Export :03:18:08

38 Report Information Key U UKAS accredited M MCERTS and UKAS accredited N Unaccredited S This analysis has been subcontracted to a UKAS accredited laboratory that is accredited for this analysis SN This analysis has been subcontracted to a UKAS accredited laboratory that is not accredited for this analysis T This analysis has been subcontracted to an unaccredited laboratory I/S Insufficient Sample U/S Unsuitable Sample N/E not evaluated < "less than" > "greater than" Coents or interpretations are beyond the scope of UKAS accreditation The results relate only to the items tested Uncertainty of measurement for the determinands tested are available upon request None of the results in this report have been recovery corrected 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 All Asbestos testing is performed at our Coventry laboratory Issue numbers are sequential starting with 1 all subsequent reports are incremented by 1 Sample Deviation Codes A - Date of sampling not supplied B - Sample age exceeds stability time (sampling to extraction) C - Sample not received in appropriate containers D - Broken Container Sample Retention and Disposal All soil samples will be retained for a period of 45 days from the date of receipt All water samples will be retained for 14 days from the date of receipt Charges may apply to extended sample storage If you require extended retention of samples, please your requirements to: customerservices@chemtest.co.uk Page 6 of 6 EPA Export :03:18:08

39 Final Report Chemtest Ltd. Depot Road Newmarket CB8 0AL Tel: Report No.: Initial Date of Issue: Client Client Address: 28-Sep-2016 Causeway Geotech Ltd 8 Drumahiskey Road Balnamore Ballymoney County Antrim BT53 7QL Contact(s): Project Andy Garne Darren O'Mahony Matthew Gilbert Paul Dunlop Stephen Franey Stephen Watson Colm Hurley Neil Haggan Grangecastle Additional Land Survey Quotation No.: Date Received: 20-Sep-2016 Order No.: Date Instructed: 20-Sep-2016 No. of Samples: 12 Turnaround (Wkdays): 5 Results Due: 26-Sep-2016 Date Approved: 28-Sep-2016 Approved By: Details: Robert Monk, Technical Development Chemist Page 1 of 6 EPA Export :03:18:08

40 Results - Soil Project: Grangecastle Additional Land Survey Client: Causeway Geotech Ltd Chemtest Job No.: Quotation No.: Chemtest Sample ID.: Order No.: Client Location ID.: TPA TPB TPC TPC TPC TPD TPE TPE TPF Sample Type: SOIL SOIL SOIL SOIL SOIL SOIL SOIL SOIL SOIL Top Depth (m): Date Sampled: 16-Sep Sep Sep Sep Sep Sep Sep Sep Sep-2016 Determinand Accred. SOP Units LOD Moisture N 2030 % Stones N 2030 % < < < < < < < < < ph U 2010 N/A Boron (Hot Water Soluble) U 2120 mg/kg 0.40 < 0.40 < 0.40 < 0.40 < 0.40 < 0.40 < 0.40 < 0.40 < 0.40 < 0.40 Total Sulphur U 2175 % Cyanide (Free) U 2300 mg/kg 0.50 < 0.50 < 0.50 < 0.50 < 0.50 < 0.50 < 0.50 < 0.50 < 0.50 < 0.50 Cyanide (Total) U 2300 mg/kg 0.50 < 0.50 < 0.50 < 0.50 < 0.50 < 0.50 < 0.50 < 0.50 < 0.50 < 0.50 Thiocyanate U 2300 mg/kg 5.0 < 5.0 < 5.0 < 5.0 < 5.0 < 5.0 < 5.0 < 5.0 < 5.0 < 5.0 Sulphide (Easily Liberatable) U 2325 mg/kg Sulphate (Total) U 2430 % Arsenic U 2450 mg/kg Cadmium U 2450 mg/kg Chromium U 2450 mg/kg Copper U 2450 mg/kg Mercury U 2450 mg/kg 0.10 < 0.10 < 0.10 < 0.10 < 0.10 < 0.10 < 0.10 < 0.10 < 0.10 < 0.10 Nickel U 2450 mg/kg Lead U 2450 mg/kg Selenium U 2450 mg/kg 0.20 < 0.20 < 0.20 < 0.20 < 0.20 < 0.20 < 0.20 < 0.20 < 0.20 < 0.20 Zinc U 2450 mg/kg Chromium (Hexavalent) N 2490 mg/kg 0.50 < 0.50 < 0.50 < 0.50 < 0.50 < 0.50 < 0.50 < 0.50 < 0.50 < 0.50 Organic Matter U 2625 % Aliphatic TPH >C5-C6 N 2680 mg/kg 1.0 < 1.0 < 1.0 < 1.0 < 1.0 < 1.0 < 1.0 < 1.0 < 1.0 < 1.0 Aliphatic TPH >C6-C8 N 2680 mg/kg 1.0 < 1.0 < 1.0 < 1.0 < 1.0 < 1.0 < 1.0 < 1.0 < 1.0 < 1.0 Aliphatic TPH >C8-C10 U 2680 mg/kg 1.0 < 1.0 < 1.0 < 1.0 < 1.0 < 1.0 < 1.0 < 1.0 < 1.0 < 1.0 Aliphatic TPH >C10-C12 U 2680 mg/kg 1.0 < 1.0 < 1.0 < 1.0 < 1.0 < 1.0 < 1.0 < 1.0 < 1.0 < 1.0 Aliphatic TPH >C12-C16 U 2680 mg/kg 1.0 < 1.0 < 1.0 < 1.0 < 1.0 < 1.0 < 1.0 < 1.0 < 1.0 < 1.0 Aliphatic TPH >C16-C21 U 2680 mg/kg 1.0 < 1.0 < 1.0 < 1.0 < 1.0 < 1.0 < 1.0 < 1.0 < 1.0 < 1.0 Aliphatic TPH >C21-C35 U 2680 mg/kg 1.0 < 1.0 < 1.0 < 1.0 < 1.0 < 1.0 < 1.0 < 1.0 < 1.0 < 1.0 Aliphatic TPH >C35-C44 N 2680 mg/kg 1.0 < 1.0 < 1.0 < 1.0 < 1.0 < 1.0 < 1.0 < 1.0 < 1.0 < 1.0 Total Aliphatic Hydrocarbons N 2680 mg/kg 5.0 < 5.0 < 5.0 < 5.0 < 5.0 < 5.0 < 5.0 < 5.0 < 5.0 < 5.0 Aromatic TPH >C5-C7 N 2680 mg/kg 1.0 < 1.0 < 1.0 < 1.0 < 1.0 < 1.0 < 1.0 < 1.0 < 1.0 < 1.0 Aromatic TPH >C7-C8 N 2680 mg/kg 1.0 < 1.0 < 1.0 < 1.0 < 1.0 < 1.0 < 1.0 < 1.0 < 1.0 < 1.0 Aromatic TPH >C8-C10 U 2680 mg/kg 1.0 < 1.0 < 1.0 < 1.0 < 1.0 < 1.0 < 1.0 < 1.0 < 1.0 < 1.0 Aromatic TPH >C10-C12 U 2680 mg/kg 1.0 < 1.0 < 1.0 < 1.0 < 1.0 < 1.0 < 1.0 < 1.0 < 1.0 < 1.0 Aromatic TPH >C12-C16 U 2680 mg/kg 1.0 < 1.0 < 1.0 < 1.0 < 1.0 < 1.0 < 1.0 < 1.0 < 1.0 < 1.0 Aromatic TPH >C16-C21 U 2680 mg/kg 1.0 < 1.0 < 1.0 < 1.0 < 1.0 < 1.0 < 1.0 < 1.0 < 1.0 < 1.0 Aromatic TPH >C21-C35 N 2680 mg/kg 1.0 < 1.0 < 1.0 < 1.0 < 1.0 < 1.0 < 1.0 < 1.0 < 1.0 < 1.0 Aromatic TPH >C35-C44 N 2680 mg/kg 1.0 < 1.0 < 1.0 < 1.0 < 1.0 < 1.0 < 1.0 < 1.0 < 1.0 < 1.0 Total Aromatic Hydrocarbons N 2680 mg/kg 5.0 < 5.0 < 5.0 < 5.0 < 5.0 < 5.0 < 5.0 < 5.0 < 5.0 < 5.0 Page 2 of 6 EPA Export :03:18:08

41 Results - Soil Project: Grangecastle Additional Land Survey Client: Causeway Geotech Ltd Chemtest Job No.: Quotation No.: Chemtest Sample ID.: Order No.: Client Location ID.: TPA TPB TPC TPC TPC TPD TPE TPE TPF Sample Type: SOIL SOIL SOIL SOIL SOIL SOIL SOIL SOIL SOIL Top Depth (m): Date Sampled: 16-Sep Sep Sep Sep Sep Sep Sep Sep Sep-2016 Determinand Accred. SOP Units LOD Total Petroleum Hydrocarbons N 2680 mg/kg 10 < 10 < 10 < 10 < 10 < 10 < 10 < 10 < 10 < 10 Naphthalene U 2800 mg/kg 0.10 < 0.10 < 0.10 < 0.10 < 0.10 < 0.10 < 0.10 < 0.10 < 0.10 < 0.10 Acenaphthylene N 2800 mg/kg 0.10 < 0.10 < 0.10 < 0.10 < 0.10 < 0.10 < 0.10 < 0.10 < 0.10 < 0.10 Acenaphthene U 2800 mg/kg 0.10 < 0.10 < 0.10 < 0.10 < 0.10 < 0.10 < 0.10 < 0.10 < 0.10 < 0.10 Fluorene U 2800 mg/kg 0.10 < 0.10 < 0.10 < 0.10 < 0.10 < 0.10 < 0.10 < 0.10 < 0.10 < 0.10 Phenanthrene U 2800 mg/kg 0.10 < 0.10 < 0.10 < 0.10 < 0.10 < 0.10 < 0.10 < 0.10 < 0.10 < 0.10 Anthracene U 2800 mg/kg 0.10 < 0.10 < 0.10 < 0.10 < 0.10 < 0.10 < 0.10 < 0.10 < 0.10 < 0.10 Fluoranthene U 2800 mg/kg 0.10 < 0.10 < 0.10 < 0.10 < 0.10 < 0.10 < 0.10 < 0.10 < 0.10 < 0.10 Pyrene U 2800 mg/kg 0.10 < 0.10 < 0.10 < 0.10 < 0.10 < 0.10 < 0.10 < 0.10 < 0.10 < 0.10 Benzo[a]anthracene U 2800 mg/kg 0.10 < 0.10 < 0.10 < 0.10 < 0.10 < 0.10 < 0.10 < 0.10 < 0.10 < 0.10 Chrysene U 2800 mg/kg 0.10 < 0.10 < 0.10 < 0.10 < 0.10 < 0.10 < 0.10 < 0.10 < 0.10 < 0.10 Benzo[b]fluoranthene N 2800 mg/kg 0.10 < 0.10 < 0.10 < 0.10 < 0.10 < 0.10 < 0.10 < 0.10 < 0.10 < 0.10 Benzo[k]fluoranthene U 2800 mg/kg 0.10 < 0.10 < 0.10 < 0.10 < 0.10 < 0.10 < 0.10 < 0.10 < 0.10 < 0.10 Benzo[a]pyrene U 2800 mg/kg 0.10 < 0.10 < 0.10 < 0.10 < 0.10 < 0.10 < 0.10 < 0.10 < 0.10 < 0.10 Indeno(1,2,3-c,d)Pyrene U 2800 mg/kg 0.10 < 0.10 < 0.10 < 0.10 < 0.10 < 0.10 < 0.10 < 0.10 < 0.10 < 0.10 Dibenz(a,h)Anthracene N 2800 mg/kg 0.10 < 0.10 < 0.10 < 0.10 < 0.10 < 0.10 < 0.10 < 0.10 < 0.10 < 0.10 Benzo[g,h,i]perylene U 2800 mg/kg 0.10 < 0.10 < 0.10 < 0.10 < 0.10 < 0.10 < 0.10 < 0.10 < 0.10 < 0.10 Total Of 16 PAH's N 2800 mg/kg 2.0 < 2.0 < 2.0 < 2.0 < 2.0 < 2.0 < 2.0 < 2.0 < 2.0 < 2.0 Resorcinol U 2920 mg/kg < < < < < < < < < Phenol U 2920 mg/kg < < < < < < < < < Cresols U 2920 mg/kg < < < < < < < < < Xylenols U 2920 mg/kg < < < < < < < < < Naphthol N 2920 mg/kg < < < < < < < < < Trimethylphenols U 2920 mg/kg < < < < < < < < < Total Phenols U 2920 mg/kg 0.30 < 0.30 < 0.30 < 0.30 < 0.30 < 0.30 < 0.30 < 0.30 < 0.30 < 0.30 Page 3 of 6 EPA Export :03:18:08

42 Results - Soil Project: Grangecastle Additional Land Survey Client: Causeway Geotech Ltd Quotation No.: Order No.: Chemtest Job No.: Chemtest Sample ID.: Client Location ID.: Sample Type: Top Depth (m): Date Sampled: Determinand Accred. SOP Units LOD Moisture N 2030 % Stones N 2030 % ph U 2010 N/A Boron (Hot Water Soluble) U 2120 mg/kg 0.40 Total Sulphur U 2175 % Cyanide (Free) U 2300 mg/kg 0.50 Cyanide (Total) U 2300 mg/kg 0.50 Thiocyanate U 2300 mg/kg 5.0 Sulphide (Easily Liberatable) U 2325 mg/kg 0.50 Sulphate (Total) U 2430 % Arsenic U 2450 mg/kg 1.0 Cadmium U 2450 mg/kg 0.10 Chromium U 2450 mg/kg 1.0 Copper U 2450 mg/kg 0.50 Mercury U 2450 mg/kg 0.10 Nickel U 2450 mg/kg 0.50 Lead U 2450 mg/kg 0.50 Selenium U 2450 mg/kg 0.20 Zinc U 2450 mg/kg 0.50 Chromium (Hexavalent) N 2490 mg/kg 0.50 Organic Matter U 2625 % 0.40 Aliphatic TPH >C5-C6 N 2680 mg/kg 1.0 Aliphatic TPH >C6-C8 N 2680 mg/kg 1.0 Aliphatic TPH >C8-C10 U 2680 mg/kg 1.0 Aliphatic TPH >C10-C12 U 2680 mg/kg 1.0 Aliphatic TPH >C12-C16 U 2680 mg/kg 1.0 Aliphatic TPH >C16-C21 U 2680 mg/kg 1.0 Aliphatic TPH >C21-C35 U 2680 mg/kg 1.0 Aliphatic TPH >C35-C44 N 2680 mg/kg 1.0 Total Aliphatic Hydrocarbons N 2680 mg/kg 5.0 Aromatic TPH >C5-C7 N 2680 mg/kg 1.0 Aromatic TPH >C7-C8 N 2680 mg/kg 1.0 Aromatic TPH >C8-C10 U 2680 mg/kg 1.0 Aromatic TPH >C10-C12 U 2680 mg/kg 1.0 Aromatic TPH >C12-C16 U 2680 mg/kg 1.0 Aromatic TPH >C16-C21 U 2680 mg/kg 1.0 Aromatic TPH >C21-C35 N 2680 mg/kg 1.0 Aromatic TPH >C35-C44 N 2680 mg/kg 1.0 Total Aromatic Hydrocarbons N 2680 mg/kg TPG TPG TPG SOIL SOIL SOIL Sep Sep Sep < < < < 0.40 < 0.40 < < 0.50 < 0.50 < 0.50 < 0.50 < 0.50 < 0.50 < 5.0 < 5.0 < < < 0.50 < 0.50 < < 1.0 < 1.0 < 1.0 < 1.0 < 1.0 < 1.0 < 1.0 < 1.0 < 1.0 < 1.0 < 1.0 < 1.0 < 1.0 < 1.0 < 1.0 < 1.0 < 1.0 < 1.0 < 1.0 < 1.0 < 1.0 < 1.0 < 1.0 < 1.0 < 5.0 < 5.0 < 5.0 < 1.0 < 1.0 < 1.0 < 1.0 < 1.0 < 1.0 < 1.0 < 1.0 < 1.0 < 1.0 < 1.0 < 1.0 < 1.0 < 1.0 < 1.0 < 1.0 < 1.0 < 1.0 < 1.0 < 1.0 < 1.0 < 1.0 < 1.0 < 1.0 < 5.0 < 5.0 < 5.0 Page 4 of 6 EPA Export :03:18:08

43 Results - Soil Project: Grangecastle Additional Land Survey Client: Causeway Geotech Ltd Quotation No.: Order No.: Chemtest Job No.: Chemtest Sample ID.: Client Location ID.: TPG TPG TPG Sample Type: SOIL SOIL SOIL Top Depth (m): Date Sampled: Sep Sep Sep-2016 Determinand Accred. SOP Units LOD Total Petroleum Hydrocarbons N 2680 mg/kg 10 Naphthalene U 2800 mg/kg 0.10 Acenaphthylene N 2800 mg/kg 0.10 Acenaphthene U 2800 mg/kg 0.10 Fluorene U 2800 mg/kg 0.10 Phenanthrene U 2800 mg/kg 0.10 Anthracene U 2800 mg/kg 0.10 Fluoranthene U 2800 mg/kg 0.10 Pyrene U 2800 mg/kg 0.10 Benzo[a]anthracene U 2800 mg/kg 0.10 Chrysene U 2800 mg/kg 0.10 Benzo[b]fluoranthene N 2800 mg/kg 0.10 Benzo[k]fluoranthene U 2800 mg/kg 0.10 Benzo[a]pyrene U 2800 mg/kg 0.10 Indeno(1,2,3-c,d)Pyrene U 2800 mg/kg 0.10 Dibenz(a,h)Anthracene N 2800 mg/kg 0.10 Benzo[g,h,i]perylene U 2800 mg/kg 0.10 Total Of 16 PAH's N 2800 mg/kg 2.0 Resorcinol U 2920 mg/kg Phenol U 2920 mg/kg Cresols U 2920 mg/kg Xylenols U 2920 mg/kg Naphthol N 2920 mg/kg Trimethylphenols U 2920 mg/kg Total Phenols U 2920 mg/kg 0.30 < 10 < 10 < 10 < 0.10 < 0.10 < 0.10 < 0.10 < 0.10 < 0.10 < 0.10 < 0.10 < 0.10 < 0.10 < 0.10 < 0.10 < 0.10 < 0.10 < 0.10 < 0.10 < 0.10 < 0.10 < 0.10 < 0.10 < 0.10 < 0.10 < 0.10 < 0.10 < 0.10 < 0.10 < 0.10 < 0.10 < 0.10 < 0.10 < 0.10 < 0.10 < 0.10 < 0.10 < 0.10 < 0.10 < 0.10 < 0.10 < 0.10 < 0.10 < 0.10 < 0.10 < 0.10 < 0.10 < 0.10 < 0.10 < 0.10 < 0.10 < 2.0 < 2.0 < 2.0 < < < < < < < < < < < < < < < < < < < 0.30 < 0.30 < 0.30 Page 5 of 6 EPA Export :03:18:08

44 Report Information Key U UKAS accredited M MCERTS and UKAS accredited N Unaccredited S This analysis has been subcontracted to a UKAS accredited laboratory that is accredited for this analysis SN This analysis has been subcontracted to a UKAS accredited laboratory that is not accredited for this analysis T This analysis has been subcontracted to an unaccredited laboratory I/S Insufficient Sample U/S Unsuitable Sample N/E not evaluated < "less than" > "greater than" Coents or interpretations are beyond the scope of UKAS accreditation The results relate only to the items tested Uncertainty of measurement for the determinands tested are available upon request None of the results in this report have been recovery corrected 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 All Asbestos testing is performed at our Coventry laboratory Issue numbers are sequential starting with 1 all subsequent reports are incremented by 1 Sample Deviation Codes A - Date of sampling not supplied B - Sample age exceeds stability time (sampling to extraction) C - Sample not received in appropriate containers D - Broken Container Sample Retention and Disposal All soil samples will be retained for a period of 45 days from the date of receipt All water samples will be retained for 14 days from the date of receipt Charges may apply to extended sample storage If you require extended retention of samples, please your requirements to: customerservices@chemtest.co.uk Page 6 of 6 EPA Export :03:18:08

45 Appendix I SPT haer energy measurement report EPA Export :03:18:08

46 Acceleration a (m/s 2 ) Energy Ratio (%) Force F (kn) Velocity v (m/s) SPT Calibration Report Haer Energy Measurement Report Type of Haer Client Test No Test Depth (m) 7.85 SPT HAMMER CAUSEWAY GEOTECH EQU1428 Date of Test 09 January 2016 Valid until 08 January 2017 Haer ID CG205/3 Mass of the haer m = 63.5kg Falling height h = 0.76m E theor = m x g x h = 473J Characteristics of the instrumented rod Diameter d r = m Length of the instrumented rod m Area A = cm 2 Modulus E a = MPa f d r d a Fig. B.1 and B.2 BS EN ISO : A1 : 2011 F Key Equipe Group 1 Anvil 2 Part of instrumented rod 3 Drive Rod 4 Strain Gauge 5 Accelerometer 6 Ground F Force d r Diameter of rod Force Time t (µs) Acceleration Particle Velocity Time t (µs) Energy Ratio per Blow Blow 1 Blow 2 Blow 3 Blow 4 Blow 5 Blow 6 Blow 7 Blow 8 Blow 9 Blow 10 Time t (µs) Maximum Force (Fmax) Observations: 1. E meas = kn-m E theor = kn-m E meas Energy Ratio = = (E r ) E theor 70.10% Equipe SPT Analyzer Operators: MH Prepared by: Checked by: Date 15/01/2016 Copyright 2016 Equipe Group, The Paddocks, Home Farm Offices, The Upton Estate, Banbury, Oxfordshire, OX15 6HU Tel: +44 (0) Fax: +44 (0) info@equipegroup.com EPA Export :03:18:08

47 APPENDIX B WYG SI REPORT EPA Export :03:18:08