Appendix C: Laboratory Certificates...FALLING HEAD PERMEABILITY TEST REPORT Test Method: AS1289 6.7.2 / In-house Method The results of tests performed apply only to the specific sample

Hydrogeological and Geotechnical Investigation Inkpen Road Waste Management Facility Shire of Northam

TW17035-Inkpen Road Site Investigation_1a September 2017 | Page 19

Appendix C: Laboratory Certificates

Perth

Unit 3, 34 Sphinx Way

Bibra Lake

WA 6163

Ph: (08) 9418 8742

E-mail: [email protected]

Mob: 0422 814 231

Client: Talis Consultants Date Tested:

Project: Inkpen Road EP Lab Job Number:

Sample No: GW01-8.00 Depth(m):

Lab ID: Room Temperature at Test: 19°

Tested by: Reggie 2.36mm Particle Density (t/m³): 2.56

Checked by: Phil

Sieve Size (mm) Passing %

150 100.0

75 100.0

53 100.0

37.5 100.0

26.5 100.0

19 100.0

9.5 100.0

4.75 100.0

2.36 98.2

1.18 95.0

0.6 83.3

0.425 73.2

0.3 62.7

0.15 41.3

0.075 27.5

0.06236 25.2

0.05258 21.5

0.03745 18.4

0.02841 16.8

0.01812 15.0

0.01327 13.6

0.00752 12.1

0.00578 11.0

0.00472 10.2

0.00334 9.4

0.00232 8.6

0.00158 8.1

0.00134 7.8

0.00102 7.6

0.00097 7.1

Notes:

Stored and Tested the Sample as received Authorized Signature:

Samples supplied by the Client NATA: 19078

PSD Graph

The results of tests performed apply only to the specific sample at time of test unless otherwise clearly stated. Reference should be made to E-

Precision Laboratory's "Standard Terms and Conditions" E-Precision Laboratory ABN 431 559 578 87

PARTICLE SIZE DISTRIBUTION TEST REPORTTest Method: AS 1289 3.6.3, 3.5.1

30/08/2017

TALIS

8

GW01-8.00_TALIS020_PSD

0.0

10.0

20.0

30.0

40.0

50.0

60.0

70.0

80.0

90.0

100.0

0.001 0.01 0.1 1 10 100 1000

Pas

sin

g (%

)

Particle Size(mm)

Integrity Precision Innovation

Perth


Bibra Lake

WA 6163

Ph: (08) 9418 8742


Mob: 0422 814 231






Checked by: Phil


150 100.0

75 100.0

53 100.0

37.5 100.0

26.5 100.0

19 100.0

9.5 100.0

4.75 100.0

2.36 99.8

1.18 99.5

0.6 96.3

0.425 90.1

0.3 82.8

0.15 70.5

0.075 61.2

0.05844 54.9

0.04910 50.3

0.03493 44.5

0.02654 39.3

0.01693 35.2

0.01241 31.8

0.00705 26.0

0.00542 21.3

0.00444 17.8

0.00316 12.6

0.00219 9.7

0.00149 8.0

0.00127 6.8

0.00097 6.3

0.00092 5.7

Notes:



PSD Graph




30/08/2017

TALIS

12


0.0

10.0

20.0

30.0

40.0

50.0

60.0

70.0

80.0

90.0

100.0

0.001 0.01 0.1 1 10 100 1000

Pas

sin

g (%

)

Particle Size(mm)


Perth


Bibra Lake

WA 6163

Ph: (08) 9418 8742


Mob: 0422 814 231






Checked by: Phil


150 100.0

75 100.0

53 100.0

37.5 100.0

26.5 100.0

19 100.0

9.5 100.0

4.75 100.0

2.36 100.0

1.18 99.6

0.6 98.5

0.425 97.2

0.3 95.5

0.15 90.2

0.075 81.4

0.05921 76.3

0.05007 67.5

0.03602 53.8

0.02771 39.6

0.01781 29.8

0.01307 25.4

0.00744 19.0

0.00572 15.1

0.00469 12.1

0.00332 9.7

0.00231 8.2

0.00157 6.8

0.00133 5.8

0.00102 4.8

0.00096 4.3

Notes:



PSD Graph




30/08/2017

TALIS

10


0.0

10.0

20.0

30.0

40.0

50.0

60.0

70.0

80.0

90.0

100.0

0.001 0.01 0.1 1 10 100 1000

Pas

sin

g (%

)

Particle Size(mm)


Perth


Bibra Lake,

WA 6163

Ph: (08) 9418 8742

Mob: 0422 814 231


Client: Talis Consultants Date Tested: 22/08/2017

Project: Inkpen Road Date Reported: 28/08/2017

Lab: EPLAB EP Lab Job Number: TALIS

Tested by: Phil / Reggie

Checked by: Phil Li

GW01-8.0_FH GW01-10.0_FH GW02-10.0_FH

GW01-8.0 GW01-10.0 GW02-10.0

8 10 10

SMDD @ NMC SMDD @ NMC SMDD @ NMC

12.5 12.5 12.5

1.713 1.875 1.819

3.29 5.63 4.03

1.789 1.930 1.864

0.99 0.98 0.99

4.452 0.478 3.009

Notes:

Stored and Tested the Sample as received

Samples supplied by the Client

NATA: 19078 Authorised Signatory (Geotechnical Engineer):

Surcharge Pressure (kPa): 12.5



K20 (10-7 m/s):

Client ID:

Depth (m):

GW02-12.0_FH

GW02-12.0

12

Sample Conditions:

Saturation (Skempton's B):

Initial Bulk Density (t/m³):

Initial Moisture Content

(%):

SMDD @ NMC

1.942

Saturated Density (t/m³): 2.029

10.54

0.98

0.259

FALLING HEAD PERMEABILITY TEST REPORTTest Method: AS1289 6.7.2 / In-house Method

Lab ID:

Page 1 of 8 Integrity Precision Innovation

Perth


Bibra Lake,

WA 6163

Ph: (08) 9418 8742

Mob: 0422 814 231





Tested by: Phil / Reggie

Checked by: Phil Li

GW03-10.0_FH GW03-12.0_FH

GW03-10.0 GW03-12.0

10 12

SMDD @ NMC SMDD @ NMC

12.5 12.5

1.905 1.834

7.21 5.88

1.987 1.921

0.99 0.99

0.105 0.318

Notes:



NATA: 19078 Authorised Signatory (Geotechnical Engineer):

Surcharge Pressure (kPa):

Sample Conditions:

Initial Bulk Density (t/m³):

K20 (10-7 m/s):



Initial Moisture Content

(%):

Saturated Density (t/m³):

Saturation (Skempton's B):

Lab ID:

Client ID:

Depth (m):



Perth


Bibra Lake,

WA 6163

Ph: (08) 9418 8742

Mob: 0422 814 231





Notes:



Authorised Signatory (Geotechnical Engineer): Authorised Signatory (Geotechnical Engineer):




0.0E+00

2.0E-07

4.0E-07

6.0E-07

8.0E-07

1.0E-06

1.2E-06

1.4E-06

0.1 1 10 100 1000

GW01-8.0_FH

Log Time (min)

Pe

rme

abili

ty K

(m

/s)


Perth


Bibra Lake,

WA 6163

Ph: (08) 9418 8742

Mob: 0422 814 231





Notes:







0.0E+00

2.0E-08

4.0E-08

6.0E-08

8.0E-08

1.0E-07

1.2E-07

0.1 1 10 100 1000

GW01-10.0_FH

Log Time (min)

Pe

rme

abili

ty K

(m

/s)


Perth


Bibra Lake,

WA 6163

Ph: (08) 9418 8742

Mob: 0422 814 231





Notes:







6.2E-08

1.1E-07

1.6E-07

2.1E-07

2.6E-07

3.1E-07

3.6E-07

4.1E-07

4.6E-07

5.1E-07

5.6E-07

0.1 1 10 100 1000

GW02-10.0_FH

Log Time (min)

Pe

rme

abili

ty K

(m

/s)


Perth


Bibra Lake,

WA 6163

Ph: (08) 9418 8742

Mob: 0422 814 231





Notes:







0.0E+00

1.0E-08

2.0E-08

3.0E-08

4.0E-08

5.0E-08

6.0E-08

7.0E-08

8.0E-08

0.1 1 10 100 1000

GW02-12.0_FH

Log Time (min)

Pe

rme

abili

ty K

(m

/s)


Perth


Bibra Lake,

WA 6163

Ph: (08) 9418 8742

Mob: 0422 814 231





Notes:







0.0E+00

1.0E-08

2.0E-08

3.0E-08

4.0E-08

5.0E-08

6.0E-08

7.0E-08

8.0E-08

0.1 1 10 100 1000

GW03-10.0_FH

Log Time (min)

Pe

rme

abili

ty K

(m

/s)


Perth


Bibra Lake,

WA 6163

Ph: (08) 9418 8742

Mob: 0422 814 231





Notes:







0.0E+00

2.0E-08

4.0E-08

6.0E-08

8.0E-08

1.0E-07

1.2E-07

1.4E-07

1.6E-07

0.1 1 10 100 1000 10000

GW03-12.0_FH

Log Time (min)

Pe

rme

abili

ty K

(m

/s)


Hydrogeological and Geotechnical Investigation Inkpen Road Waste Management Facility Shire of Northam

TW17035-Inkpen Road Site Investigation_1a September 2017 | Page 20

Appendix D: Survey Data

3638-0001-SVY-RPT-001-R00 Page 1 of 5

P: 08 9434 5400 E: [email protected] W: www.handleysurveys.com.au

Postal: PO Box 1724 Melville South, WA 6156

Head Office: 1/53 Bushland Ridge Bibra Lake, WA 6163

Regional Offices: Karratha, WA, Noosa & Townsville, QLD,

ABN: 59 100 410 384

HS Document Ref: 3638-0001-SVY-RPT-001-R00

Report of Survey Monitoring Wells

Inkpen Road Waste Management Facility

Talis Scope of Works: Handley Surveys have undertaken a survey of three (3) Ground Water Monitoring Wells

surrounding the Inkpen Road Waste Management Facility in Copley. Survey points were observed on the top of PVC Casing and on the adjacent ground level as requested by the Talis site representative.

Instrumentation: Survey works were conducted utilising the following instrumentation:

- Trimble R10 GNSS (Serial No. 5311428542 & 5251421354) with a manufacturers stated accuracy of ±8mm for horizontal coordinates and ±15mm for elevation.

Horizontal Datum: Map Grid of Australia (MGA94) - Zone 50

Datum Point: Perth 108 E 442968.591 N 6484250.997

Vertical Datum: Australian Height Datum (AHD)

Datum Point: Perth 108 EL. 263.522

Date of Survey: 18th August 2017

Surveyed By: Michael Lanham

Deliverables: 3638-0001-SVY-RPT-001-R00 This document 3638-0001-SVY-DAT-001-R00 Coordinate file of surveyed points

3638-0001-SVY-RPT-001-R00 Page 2 of 5

Locality Plan - Inkpen Road Waste Management Facility

3638-0001-SVY-RPT-001-R00 Page 3 of 5

Coordinates - Inkpen Road Waste Management Facility

Point ID Easting (MGA) Northing (MGA) Elevation (AHD) Comments Ref

Diagram*

GW-01 443908.597 6483451.336 299.993 Top of Casing

Type D 299.345 Ground Level

GW-02 443915.993 6483076.909 310.907 Top of Casing


GW-03 444215.681 6483068.351 317.402 Top of Casing


* See Sheet 5 for Reference Diagrams

3638-0001-SVY-RPT-001-R00 Page 4 of 5

Site Photos - Inkpen Road Waste Management Facility

GW-01

GW-02

GW-03

3638-0001-SVY-RPT-001-R00 Page 5 of 5

Reference Diagrams:

Documents

Appendix C: Laboratory Certificates...FALLING HEAD PERMEABILITY TEST REPORT Test Method: AS1289 6.7.2 / In-house Method The results of tests performed apply only to the specific sample