-
136 | GHD | Report for Department of Defence - RAAF Base Pearce
PFAS Investigation, 61/33334
Appendix D – Calibration certificates
-
Customer: GHD Manufacturer: YSI
Contact: Yvonne Instrument: Professional Plus with Quatro
cable
Serial #: 12B100076
Cable length: 1m
Item Test Pass
Battery 2 x Alkaline C-cells ���� Voltage reading above 2.9V
Battery Saver ���� Automatically turns off after 60 minutes if
not used
Connections Condition ���� Good, clean
Cable Condition ���� Clean, no tears
Display Operation ����
Firmware Version ���� 4.0.0
Keypad Operational ����
Display Screen ����
Unit Condition, seals and O-rings ����
Monitor housing Condition ����
Condition ���� Good, clean
����
���� 174.50 mV
pH slope ����
����Calibrated and conforms to manufacturer's specifications
����
Condition ���� Good, clean
����within ± 80mv of reference Zobell Reading ����Calibrated and
conforms to manufacturer's specifications ���� variance range ±
20mV 1 mV
Condition ���� Good, clean
Temperature ���� °C
����
����Calibrated and conforms to manufacturer's specifications
����
Condition ����
DO sensor in use ���� Galvanic
1.25 mil PE membrane (yellow membrane): ����
DO Sensor Value ���� (min 4.31 uA - max 8.00 uA) Avg 6.15 uA
Calibrated and conforms to manufacturer's specifications ����
ppm
This is to certify that the above instrument has been calibrated
to the following specifications:
Parameter Standards Reference Calibration Point Span Units
Before After Units
Temperature Center 370 Thermometer Room Temp 22.1 -0.2 °C NA
21.9 °C
pH pH 7.00 NF1971 7.01 -28.10 mV 6.95 7.01 pH
pH pH 4.00 NF1636 4.00 146.40 mV 3.92 4.00 pH
Conductivity 2760 µs/cm at 25°C NF2046 2760 GLP 5.07 2742 2760
µs/cm
ORP (Reference check only) Zobell A & B NG1334/1335 236 236
mV 234.1 235.1 mV
Zero Dissolved Oxygen NaSO3 in distilled water 1504192304 0.0 NA
NA 1.3 0.0 %
100% Dissolved Oxygen 100% Air Saturation Air 100.0 4.73 uA 89.4
100.5 %
Calibrated by: Gaurav Kanwar Calibration Date: 16-Sep-16
Next Due: 16-Oct-16
Calibration Report
Multi-Parameter Water Quality Instrument
ORP
Response time < 90 seconds
Good, clean
Instrument Readings
Comments
pH
pH millivolts for pH7 calibration range 0 mV ± 50 mV
pH 4 mV range + 165 to + 180 from 7 buffer mV value
55 to 60 mV/pH, ideal 59mV
Response time < 90 seconds
Conductivity
Conductivity cell constant 5.0 ± 1.0 in GLP file
Clean sensor reads less than 3 uS/cm in dry air
µs/cm
Dissolved Oxygen
-
GHD | Report for Department of Defence - RAAF Base Pearce PFAS
Investigation, 61/33334 | 137
Appendix E – Field lithological logs
-
0.5
1
1.5
2
2.5
3
3.5
4
4.5
5
5.5
6
6.5
7
7.5
8
HA
PT
SFA
SD
SA_MW01_0.1
SA_MW01_0.5
SA_MW01_1.0
SA_MW01_2.0
SA_MW01_3.0
SA_MW01_4.0
SA_MW01_5.0
Cement
Grout
Bentonite
TOPSOIL/GRASSMATclayey SAND, fine to medium, wellgraded, subrounded, pale brown(NATURAL SOIL)sandy CLAY, medium plasticity, orangebrown (NATURAL SOIL)
CLAY, high plasticity, orange brown withgrey, some silty sand (NATURAL SOIL)
silty CLAY, pale grey with brown, tracesand, strong cementation (NATURAL SOIL)sandy CLAY, medium to high plasticity,mottled red brown with grey, with fine tocoarse sand
clayey SAND, fine and coarse, wellgraded, subrounded, pale grey mottledred, trace gravel, weak cementation(NATURAL SOIL)
silty CLAY, fine to medium, well graded,subrounded, pale grey mottled red, withrock fragments, and quartz, moderate tostrong cementation (NATURAL SOIL)
sandy CLAY, grey mottled red brown,trace fine gravel, weak to moderatecementation (NATURAL SOIL)silty CLAY, fine to medium, well graded,subrounded, pale grey mottled red, withrock fragments, and quartz, strongcementation (NATURAL SOIL)
clayey iron formation SILICEOUSSANDSTONE, grey mottled red brown,weathered
M
SM
SM
SM
SM
SM
D
SMD
L
F
ST
H
VST
ST
H
FH
no odour, no staining
no odour, no staining
no odour, no staining
no odour, no staining
no odour, no staining
no odour, no staining
no odour, no staining
no odour, no stainingno odour, no staining
iron oxide staining
37
37.5
38
38.5
39
39.5
40
40.5
41
41.5
42
42.5
43
43.5
44
44.5
BOREHOLE LOGENVIRONMENTALGROUNDWATER
MONITORING WELL SA_MW01Page 1 of 2
Client Department of DefenceProject PFC InvestigationProject No. 6133334Site RAAF PearceLocation Great Northern Hwy, Bullsbrook WADate Drilled 28/09/2016 05/10/2016
Drill Co. National GeotechDriller Ben RisingerRig Type Sonic EP26Drill Method Sonic DrillingTotal Depth (m) 13.5Diameter (mm) 127
Easting, Northing 407063.79, 6495740.73Grid Ref GDA94_MGA_zone_50Elevation 44.796Collar RL 45.279Logged By Oliver SaareChecked By Liam Crellin
B.C.L No. N/A
Casing 50mm PVC (Class 18)
Screen 0.4mm Slotted PVC (Class 18)
Surface Completion Monument
Depth (m
)
Drilling Method
PID (ppm
) Sample ID
Water
Well Details
Graphic Log
LITHOLOGICAL DESCRIPTIONSoil Type (Classification GroupSymbol); Particle Size; Colour;Secondary / Minor Components.
Moisture
Consistency
COMMENTS/ CONTAMINANTINDICATORS
Odours, staining, wastematerials,separate phaseliquids, imported fill, ash.
Elevation (m
)
Notes
GHD Soil Classifications The GHD Soil Classification is based on Australian Standards AS 17261993. This log is not intended for geotechnical purposes.
Drilling Abbreviations Moisture Abbreviations
Consistency Abbreviations
AHAir Hammer, ARAir Rotary, BEBucket Excavation, CCConcrete Coring,DCDiamond Core, FHFoam Hammer, HAHand Auger, HEHand Excavation(shovel), HFAHollow Flight Auger, NDDNon Destructive Drilling, PTPushtube,SDSonic Drilling, SFASolid Flight Auger, SSSplit Spoon, WBWash Bore,WSWindow Sampler
DDry, SMSlightly Moist,MMoist, VMVery Moist,WWet, SSaturated
Granular Soils
VLVeryLoose, LLoose, MDMediumDense, DDense,VD VeryDense
Cohesive Soils VSVerySoft, SSoft, FFirm,STStiff, VSTVery Stiff,HHard
produced by ESlog.ESdat.net on 19 Dec 2016
-
8
8.5
9
9.5
10
10.5
11
11.5
12
12.5
13
13.5
14
14.5
15
15.5
16
16.5
17
17.5
18
18.5
Bentonite
Gravel
clayey SAND, low plasticity, medium tocoarse, well graded, subrounded, palegrey mottled red brown, some gravel,and quartz fragments (NATURAL SOIL)
Termination Depth at:13.50 m. Targetdepth achieved.
M MD no odour, iron oxidestaining
26.5
27
27.5
28
28.5
29
29.5
30
30.5
31
31.5
32
32.5
33
33.5
34
34.5
35
35.5
36
36.5
BOREHOLE LOGENVIRONMENTALGROUNDWATER
MONITORING WELL SA_MW01Page 2 of 2
Depth (m
)
Drilling Method
PID (ppm
) Sample ID
Water
Well Details
Graphic Log
LITHOLOGICAL DESCRIPTIONSoil Type (Classification GroupSymbol); Particle Size; Colour;Secondary / Minor Components.
Moisture
Consistency
COMMENTS/ CONTAMINANTINDICATORS
Odours, staining, wastematerials,separate phaseliquids, imported fill, ash.
Elevation (m
)
Notes
GHD Soil Classifications The GHD Soil Classification is based on Australian Standards AS 17261993. This log is not intended for geotechnical purposes.
Drilling Abbreviations Moisture Abbreviations
Consistency Abbreviations
produced by ESlog.ESdat.net on 19 Dec 2016
-
0.5
1
1.5
2
2.5
3
3.5
4
4.5
5
5.5
6
HA
SD
SFA
SA_MW02_0.1 (MW_FD01and MW_FS01)
SA_MW02_0.5
SA_MW02_1.0
SA_MW02_2.0
SA_MW02_3.0
SA_MW02_4.0
SA_MW02_5.0
Cement
Grout
TOPSOIL/GRASSMATsilty SAND, fine to medium, well graded,subrounded, brown (NATURAL SOIL)
clayey SAND, fine, well graded,subrounded, pale brown (NATURAL SOIL)CLAY, medium to high plasticity, brownmottled grey, some sand, and rockfragments (NATURAL SOIL)
clayey SAND, low to medium plasticity,fine to medium, well graded, pale grey(NATURAL SOIL)silty SAND, no plasticity, fine, wellgraded, subrounded, brown (NATURAL SOIL)silty CLAY, low plasticity, grey, strongcementation (NATURAL SOIL)silty CLAY, pale brown (NATURAL SOIL)
silty CLAY, fine to medium, well graded,subrounded, pale grey mottled redbrown, with rock fragments, and quartz,moderate to strong cementation(NATURAL SOIL)
SM
S
SM
WM
SMS
D
L
L
ST
L
VSTVL
H
no odour, no staining
no odour, no staining
no odour, no staining
no odour, no stainingno odour, no staining
no odour, no staining
no odour, no staining
38.5
39
39.5
40
40.5
41
41.5
42
42.5
43
43.5
44
BOREHOLE LOGENVIRONMENTALGROUNDWATER
MONITORING WELL SA_MW02Page 1 of 2
Client Department of DefenceProject PFC InvestigationProject No. 6133334Site RAAF PearceLocation Great Northern Hwy, Bullsbrook WADate Drilled 27/09/2016 17/10/2016
Drill Co. EcoprobeDriller Steve NorrieRig Type SonicSampDrill SRSMLDrill Method Sonic DrillingTotal Depth (m) 13Diameter (mm) 127
Easting, Northing 407020.92, 6495732.04Grid Ref GDA94_MGA_zone_50Elevation 44.445Collar RL 44.744Logged By Oliver SaareChecked By Liam Crellin
B.C.L No. N/A
Casing 50mm PVC (Class 18)
Screen 0.4mm Slotted PVC (Class 18)
Surface Completion Monument
Depth (m
)
Drilling Method
PID (ppm
) Sample ID
Water
Well Details
Graphic Log
LITHOLOGICAL DESCRIPTIONSoil Type (Classification GroupSymbol); Particle Size; Colour;Secondary / Minor Components.
Moisture
Consistency
COMMENTS/ CONTAMINANTINDICATORS
Odours, staining, wastematerials,separate phaseliquids, imported fill, ash.
Elevation (m
)
Notes
GHD Soil Classifications The GHD Soil Classification is based on Australian Standards AS 17261993. This log is not intended for geotechnical purposes.
Drilling Abbreviations Moisture Abbreviations
Consistency Abbreviations
AHAir Hammer, ARAir Rotary, BEBucket Excavation, CCConcrete Coring,DCDiamond Core, FHFoam Hammer, HAHand Auger, HEHand Excavation(shovel), HFAHollow Flight Auger, NDDNon Destructive Drilling, PTPushtube,SDSonic Drilling, SFASolid Flight Auger, SSSplit Spoon, WBWash Bore,WSWindow Sampler
DDry, SMSlightly Moist,MMoist, VMVery Moist,WWet, SSaturated
Granular Soils
VLVeryLoose, LLoose, MDMediumDense, DDense,VD VeryDense
Cohesive Soils VSVerySoft, SSoft, FFirm,STStiff, VSTVery Stiff,HHard
produced by ESlog.ESdat.net on 19 Dec 2016
-
6
6.5
7
7.5
8
8.5
9
9.5
10
10.5
11
11.5
12
12.5
13
13.5
Grout
Bentonite
Gravel
Backfill
clayey SAND, low plasticity, medium tocoarse, well graded, subrounded, redbrown mottled grey, some gravel, andquartz fragments (NATURAL SOIL)
CLAY, medium plasticity, orange brownmottled grey, with fine gravel, tracequartz, moderate to strong cementation(NATURAL SOIL)
clayey SAND, low plasticity, medium tocoarse, well graded, subrounded, greymottled red brown, some gravel, andquartz fragments (NATURAL SOIL)
gravelly CLAY, low plasticity, red brownmottled grey, with fine gravel, andquartz, moderate to strong cementation(NATURAL SOIL)
clayey SAND, low plasticity, medium tocoarse, well graded, subrounded, greymottled red brown, some gravel, andquartz fragments (NATURAL SOIL)gravelly CLAY, low plasticity, red brownmottled grey, with fine gravel, andquartz, moderate to strong cementation(NATURAL SOIL)Termination Depth at:13.00 m. Targetdepth achieved.
M
SM
M
SM
M
SM
MD
VST
MD
VST
MD
VST
no odour, iron oxidestaining
no odour, iron oxidestaining
no odour, iron oxidestaining
no odour, iron oxidestaining
no odour, iron oxidestaining
no odour, iron oxidestaining
31
31.5
32
32.5
33
33.5
34
34.5
35
35.5
36
36.5
37
37.5
38
38.5
BOREHOLE LOGENVIRONMENTALGROUNDWATER
MONITORING WELL SA_MW02Page 2 of 2
Depth (m
)
Drilling Method
PID (ppm
) Sample ID
Water
Well Details
Graphic Log
LITHOLOGICAL DESCRIPTIONSoil Type (Classification GroupSymbol); Particle Size; Colour;Secondary / Minor Components.
Moisture
Consistency
COMMENTS/ CONTAMINANTINDICATORS
Odours, staining, wastematerials,separate phaseliquids, imported fill, ash.
Elevation (m
)
Notes
GHD Soil Classifications The GHD Soil Classification is based on Australian Standards AS 17261993. This log is not intended for geotechnical purposes.
Drilling Abbreviations Moisture Abbreviations
Consistency Abbreviations
produced by ESlog.ESdat.net on 19 Dec 2016
-
0.5
1
1.5
2
2.5
3
3.5
4
4.5
5
5.5
6
6.5
7
7.5
8
HA
SD
SB_MW03_0.1
SB_MW03_0.5
SB_MW03_1.0
SB_MW03_2.0
SB_MW03_3.0
SB_MW03_4.0
SB_MW03_5.0
Grout
TOPSOIL/ROOTMATclayey SAND, fine to coarse, wellgraded, subrounded, brown (NATURAL SOIL)gravelly sandy CLAY, medium to highplasticity, orange brown mottled grey,subrounded, fine to coarse, well gradedsand (NATURAL SOIL)
sandy CLAY, medium to high plasticity,fine to coarse, well graded, subrounded,red brown mottled grey, trace finegravel, and rock fragments (NATURAL SOIL)
sandy silty CLAY, pale grey mottled red,trace fine quartz fragments, moderatecementation, subrounded, fine tomedium, poorly graded sand (NATURAL SOIL)
D
M
SM
D
L
F
ST
ST
no odour, no staining
no odour, no staining
no odour, no staining
no odour, iron oxidestaining
36
36.5
37
37.5
38
38.5
39
39.5
40
40.5
41
41.5
42
42.5
43
43.5
BOREHOLE LOGENVIRONMENTALGROUNDWATER
MONITORING WELL SB_MW03Page 1 of 2
Client Department of DefenceProject PFC InvestigationProject No. 6133334Site RAAF PearceLocation Great Northern Hwy, Bullsbrook WADate Drilled 18/10/2016 19/10/2016
Drill Co. EcoprobeDriller Steve NorrieRig Type SonicSampDrill SRSMLDrill Method Sonic DrillingTotal Depth (m) 16.5Diameter (mm) 127
Easting, Northing 407407.94, 6495106.41Grid Ref GDA94_MGA_zone_50Elevation 43.641Collar RL 44.082Logged By Oliver SaareChecked By Liam Crellin
B.C.L No. N/A
Casing 50mm PVC (Class 18)
Screen 0.4mm Slotted PVC (Class 18)
Surface Completion Monument
Depth (m
)
Drilling Method
PID (ppm
) Sample ID
Water
Well Details
Graphic Log
LITHOLOGICAL DESCRIPTIONSoil Type (Classification GroupSymbol); Particle Size; Colour;Secondary / Minor Components.
Moisture
Consistency
COMMENTS/ CONTAMINANTINDICATORS
Odours, staining, wastematerials,separate phaseliquids, imported fill, ash.
Elevation (m
)
Notes
GHD Soil Classifications The GHD Soil Classification is based on Australian Standards AS 17261993. This log is not intended for geotechnical purposes.
Drilling Abbreviations Moisture Abbreviations
Consistency Abbreviations
AHAir Hammer, ARAir Rotary, BEBucket Excavation, CCConcrete Coring,DCDiamond Core, FHFoam Hammer, HAHand Auger, HEHand Excavation(shovel), HFAHollow Flight Auger, NDDNon Destructive Drilling, PTPushtube,SDSonic Drilling, SFASolid Flight Auger, SSSplit Spoon, WBWash Bore,WSWindow Sampler
DDry, SMSlightly Moist,MMoist, VMVery Moist,WWet, SSaturated
Granular Soils
VLVeryLoose, LLoose, MDMediumDense, DDense,VD VeryDense
Cohesive Soils VSVerySoft, SSoft, FFirm,STStiff, VSTVery Stiff,HHard
produced by ESlog.ESdat.net on 19 Dec 2016
-
8
8.5
9
9.5
10
10.5
11
11.5
12
12.5
13
13.5
14
14.5
15
15.5
16
16.5
17
17.5
18
18.5
Grout
Bentonite
Gravel
Wallcollapse
CLAY, pale grey mottled orange brown,trace rock fragments, strongcementation (NATURAL SOIL)
CLAY, orange brown mottled red brown,trace fine to medium gravel, strongcementation (NATURAL SOIL)
clayey SAND, fine to medium, wellgraded, subrounded, pale grey mottledbrown red, with quartz fragments(NATURAL SOIL)
sandy CLAY, medium to high plasticity,orange brown mottled grey, with fine tomedium gravel, and quartz fragments:moderate to strong cementation, fine tomedium, poorly graded sand
clayey SAND, medium to coarse, poorlygraded, subrounded, red brown mottledgrey (NATURAL SOIL)
Termination Depth at:16.50 m. Targetdepth achieved.
D
SM
W
SM
S
H
VST
ST
VST
L
no odour, no staining
no odour, iron oxidestaining
no odour, no staining
no odour, iron oxidestaining
no odour, iron oxidestaining
25.5
26
26.5
27
27.5
28
28.5
29
29.5
30
30.5
31
31.5
32
32.5
33
33.5
34
34.5
35
35.5
BOREHOLE LOGENVIRONMENTALGROUNDWATER
MONITORING WELL SB_MW03Page 2 of 2
Depth (m
)
Drilling Method
PID (ppm
) Sample ID
Water
Well Details
Graphic Log
LITHOLOGICAL DESCRIPTIONSoil Type (Classification GroupSymbol); Particle Size; Colour;Secondary / Minor Components.
Moisture
Consistency
COMMENTS/ CONTAMINANTINDICATORS
Odours, staining, wastematerials,separate phaseliquids, imported fill, ash.
Elevation (m
)
Notes
GHD Soil Classifications The GHD Soil Classification is based on Australian Standards AS 17261993. This log is not intended for geotechnical purposes.
Drilling Abbreviations Moisture Abbreviations
Consistency Abbreviations
produced by ESlog.ESdat.net on 19 Dec 2016
-
0.5
1
1.5
2
2.5
3
3.5
4
4.5
5
5.5
6
6.5
7
7.5
8
HA
SD
SB_MW04_0.1
SB_MW04_0.5
SB_MW04_1.0 (MW_FD02and MW_FS02)
SB_MW04_2.0
SB_MW04_3.0
SB_MW04_4.0
SB_MW04_5.0
Cement
Grout
Bentonite
Gravel
clayey SAND, fine to medium, poorlygraded, subangular, pale brown, someroots (NATURAL SOIL)sandy CLAY, medium plasticity, orangebrown, with fine gravel (NATURAL SOIL)gravelly CLAY, fine to medium, poorlygraded, subrounded, pale grey mottledorange brown, moderate cementation,subrounded, fine to coarse, wellgradedgravel (NATURAL SOIL)silty gravelly CLAY, pale grey mottledorange brown, some rock fragments,strong cementation (NATURAL SOIL)
CLAY, low plasticity, orange brownmottled grey, with sand, and fine gravel,moderate to strong cementation(NATURAL SOIL)
sandy CLAY, pale grey, with quartzfragments (NATURAL SOIL)clayey iron formation SILICEOUSSANDSTONE, grey mottled red brown,weathered
M
SM
SM
D
SM
M
L
F
H
ST
F
no odour, no staining
no odour, no staining
no odour, iron oxidestaining
no odour, iron oxidestaining
no odour, iron oxidestaining
no odour, no staining
iron oxide staining 32
32.5
33
33.5
34
34.5
35
35.5
36
36.5
37
37.5
38
38.5
39
39.5
BOREHOLE LOGENVIRONMENTALGROUNDWATER
MONITORING WELL SB_MW04Page 1 of 2
Client Department of DefenceProject PFC InvestigationProject No. 6133334Site RAAF PearceLocation Great Northern Hwy, Bullsbrook WADate Drilled 28/09/2016 18/10/2016
Drill Co. EcoprobeDriller Steve NorrieRig Type SonicSampDrill SRSMLDrill Method Sonic DrillingTotal Depth (m) 15Diameter (mm) 127
Easting, Northing 407325.64, 6494693.03Grid Ref GDA94_MGA_zone_50Elevation 39.76Collar RL 40.244Logged By Oliver SaareChecked By Liam Crellin
B.C.L No. N/A
Casing 50mm PVC (Class 18)
Screen 0.4mm Slotted PVC (Class 18)
Surface Completion Monument
Depth (m
)
Drilling Method
PID (ppm
) Sample ID
Water
Well Details
Graphic Log
LITHOLOGICAL DESCRIPTIONSoil Type (Classification GroupSymbol); Particle Size; Colour;Secondary / Minor Components.
Moisture
Consistency
COMMENTS/ CONTAMINANTINDICATORS
Odours, staining, wastematerials,separate phaseliquids, imported fill, ash.
Elevation (m
)
Notes
GHD Soil Classifications The GHD Soil Classification is based on Australian Standards AS 17261993. This log is not intended for geotechnical purposes.
Drilling Abbreviations Moisture Abbreviations
Consistency Abbreviations
AHAir Hammer, ARAir Rotary, BEBucket Excavation, CCConcrete Coring,DCDiamond Core, FHFoam Hammer, HAHand Auger, HEHand Excavation(shovel), HFAHollow Flight Auger, NDDNon Destructive Drilling, PTPushtube,SDSonic Drilling, SFASolid Flight Auger, SSSplit Spoon, WBWash Bore,WSWindow Sampler
DDry, SMSlightly Moist,MMoist, VMVery Moist,WWet, SSaturated
Granular Soils
VLVeryLoose, LLoose, MDMediumDense, DDense,VD VeryDense
Cohesive Soils VSVerySoft, SSoft, FFirm,STStiff, VSTVery Stiff,HHard
produced by ESlog.ESdat.net on 19 Dec 2016
-
8
8.5
9
9.5
10
10.5
11
11.5
12
12.5
13
13.5
14
14.5
15
15.5
16
16.5
17
17.5
18
18.5
Gravel
Wallcollapse
SANDSTONE, grey mottled red brown,weathered
sandy CLAY, no plasticity, fine to coarse,well graded, pale grey mottled brownred, with rock fragments, and fine gravel,moderate to strong cementation(NATURAL SOIL)
sandy CLAY, medium to high plasticity,fine, poorly graded, pale grey mottledbrown red, with quartz fragments, tracefine gravel (NATURAL SOIL)
clayey SAND, fine to medium, poorlygraded, subrounded, pale grey mottledred brown (NATURAL SOIL)
Termination Depth at:15.00 m. Targetdepth achieved.
SM
W
S
ST
ST
MD
no odour, iron oxidestaining
no odour
no odour, no staining
21.5
22
22.5
23
23.5
24
24.5
25
25.5
26
26.5
27
27.5
28
28.5
29
29.5
30
30.5
31
31.5
BOREHOLE LOGENVIRONMENTALGROUNDWATER
MONITORING WELL SB_MW04Page 2 of 2
Depth (m
)
Drilling Method
PID (ppm
) Sample ID
Water
Well Details
Graphic Log
LITHOLOGICAL DESCRIPTIONSoil Type (Classification GroupSymbol); Particle Size; Colour;Secondary / Minor Components.
Moisture
Consistency
COMMENTS/ CONTAMINANTINDICATORS
Odours, staining, wastematerials,separate phaseliquids, imported fill, ash.
Elevation (m
)
Notes
GHD Soil Classifications The GHD Soil Classification is based on Australian Standards AS 17261993. This log is not intended for geotechnical purposes.
Drilling Abbreviations Moisture Abbreviations
Consistency Abbreviations
produced by ESlog.ESdat.net on 19 Dec 2016
-
0.5
1
1.5
2
2.5
3
3.5
4
4.5
5
5.5
6
HA
PT
SFA
SD
SB_MW05_0.1
SB_MW05_0.5
SB_MW05_1.0
SB_MW05_2.0
SB_MW05_3.0
SB_MW05_4.0
SB_MW05_5.0
Cement
Grout
clayey SAND, fine to medium, poorlygraded, subangular, pale brown(NATURAL SOIL)sandy CLAY, medium plasticity, yellowbrown, with fine gravel (NATURAL SOIL)
clayey GRAVEL, fine to medium, poorlygraded, subrounded, pale grey(NATURAL SOIL)
gravelly CLAY, orange brown mottledpale grey, with fine to medium sand,moderate cementation (NATURAL SOIL)
silty CLAY, pale grey mottled orange,some fine to medium gravel, strongcementation (NATURAL SOIL)
W
SM
SM
D
D
MD
F
F
H
H
no odour, no staining
no odour, no staining
no odour, iron oxidestaining
no odour, no staining
no odour, no staining
33.5
34
34.5
35
35.5
36
36.5
37
37.5
38
38.5
39
BOREHOLE LOGENVIRONMENTALGROUNDWATER
MONITORING WELL SB_MW05Page 1 of 2
Client Department of DefenceProject PFC InvestigationProject No. 6133334Site RAAF PearceLocation Great Northern Hwy, Bullsbrook WADate Drilled 29/09/2016 07/10/2016
Drill Co. National GeotechDriller Ben RisingerRig Type Sonic EP26Drill Method Sonic DrillingTotal Depth (m) 13.1Diameter (mm) 127
Easting, Northing 407290.58, 6494690.78Grid Ref GDA94_MGA_zone_50Elevation 39.416Collar RL 40.072Logged By Oliver SaareChecked By Liam Crellin
B.C.L No. N/A
Casing 50mm PVC (Class 18)
Screen 0.4mm Slotted PVC (Class 18)
Surface Completion Monument
Depth (m
)
Drilling Method
PID (ppm
) Sample ID
Water
Well Details
Graphic Log
LITHOLOGICAL DESCRIPTIONSoil Type (Classification GroupSymbol); Particle Size; Colour;Secondary / Minor Components.
Moisture
Consistency
COMMENTS/ CONTAMINANTINDICATORS
Odours, staining, wastematerials,separate phaseliquids, imported fill, ash.
Elevation (m
)
Notes
GHD Soil Classifications The GHD Soil Classification is based on Australian Standards AS 17261993. This log is not intended for geotechnical purposes.
Drilling Abbreviations Moisture Abbreviations
Consistency Abbreviations
AHAir Hammer, ARAir Rotary, BEBucket Excavation, CCConcrete Coring,DCDiamond Core, FHFoam Hammer, HAHand Auger, HEHand Excavation(shovel), HFAHollow Flight Auger, NDDNon Destructive Drilling, PTPushtube,SDSonic Drilling, SFASolid Flight Auger, SSSplit Spoon, WBWash Bore,WSWindow Sampler
DDry, SMSlightly Moist,MMoist, VMVery Moist,WWet, SSaturated
Granular Soils
VLVeryLoose, LLoose, MDMediumDense, DDense,VD VeryDense
Cohesive Soils VSVerySoft, SSoft, FFirm,STStiff, VSTVery Stiff,HHard
produced by ESlog.ESdat.net on 19 Dec 2016
-
6
6.5
7
7.5
8
8.5
9
9.5
10
10.5
11
11.5
12
12.5
13
13.5
Grout
Bentonite
Gravel
sandy CLAY, pale grey mottled redbrown, trace fine gravel, moderatecementation (NATURAL SOIL)
clayey iron formation SILICEOUSSANDSTONE, grey mottled red brown,weathered
clayey SAND, medium plasticity, fine tocoarse, well graded, subrounded, palegrey mottled red brown, trace gravel,and quartz fragments (NATURAL SOIL)
sandy CLAY, medium to high plasticity,fine to coarse, well graded, pale greymottled brown red, with quartzfragments, trace fine gravel, moderate tostrong cementation (NATURAL SOIL)
CLAY, high plasticity, fine to coarse, wellgraded, pale grey, with quartz fragments(NATURAL SOIL)
Termination Depth at:13.10 m. Targetdepth achieved.
D
SM
SM
SM
H
D
ST
F
no odour, iron oxidestaining
iron oxide staining
no odour, iron oxidestaining
no odour, iron oxidestaining
no odour, iron oxidestaining
25.5
26
26.5
27
27.5
28
28.5
29
29.5
30
30.5
31
31.5
32
32.5
33
BOREHOLE LOGENVIRONMENTALGROUNDWATER
MONITORING WELL SB_MW05Page 2 of 2
Depth (m
)
Drilling Method
PID (ppm
) Sample ID
Water
Well Details
Graphic Log
LITHOLOGICAL DESCRIPTIONSoil Type (Classification GroupSymbol); Particle Size; Colour;Secondary / Minor Components.
Moisture
Consistency
COMMENTS/ CONTAMINANTINDICATORS
Odours, staining, wastematerials,separate phaseliquids, imported fill, ash.
Elevation (m
)
Notes
GHD Soil Classifications The GHD Soil Classification is based on Australian Standards AS 17261993. This log is not intended for geotechnical purposes.
Drilling Abbreviations Moisture Abbreviations
Consistency Abbreviations
produced by ESlog.ESdat.net on 19 Dec 2016
-
0.5
1
1.5
2
2.5
3
3.5
4
4.5
5
5.5
6
6.5
7
7.5
8
8.5
9
HA
SD
SC_MW07_0.1
SC_MW07_0.5
SC_MW07_1.0
SC_MW07_2.0
SC_MW07_3.0
SC_MW07_4.0
SC_MW07_5.0
Cement
Grout
Bentonite
TOPSOIL/GRASSMATclayey SAND, fine to medium, wellgraded, pale brown (possible NATURAL SOIL)sandy CLAY, medium to high plasticity,orange brown mottled grey, trace finegravel, moderate cementation(NATURAL SOIL)
clayey SAND, fine to coarse, wellgraded, subrounded, pale grey(NATURAL SOIL)sandy CLAY, pale grey mottled redbrown, some rock fragments, and gravel,strong cementation (NATURAL SOIL)
gravelly CLAY, medium to high plasticity,grey with orange brown, with fine tomedium sand (NATURAL SOIL)
sandy CLAY, pale grey mottled redbrown, some rock fragments, and gravel,strong cementation (NATURAL SOIL)
CLAY, red brown, some rock fragments,and sandy silt, moderate to strongcementation (NATURAL SOIL)
sandy CLAY, medium to high plasticity,grey mottled red brown, with rockfragments, and fine gravel, subrounded,fine to coarse, well graded sand(NATURAL SOIL)
gravelly CLAY, medium to high plasticity,pale grey mottled white, some quartz:subrounded, fine to medium, wellgradedgravel (NATURAL SOIL)
SM
SM
SD
SM
D
D
SM
SMSM
L
ST
LH
VST
H
H
VST
VSTVST
no odour, no staining
no odour, no staining
no odour, no stainingno odour, no staining
no odour, no staining
no odour, no staining
no odour, no staining
no odour, iron oxidestaining
no odour, no stainingno odour, iron oxidestaining
37.5
38
38.5
39
39.5
40
40.5
41
41.5
42
42.5
43
43.5
44
44.5
45
45.5
46
BOREHOLE LOGENVIRONMENTALGROUNDWATER
MONITORING WELL SC_MW07Page 1 of 2
Client Department of DefenceProject PFC InvestigationProject No. 6133334Site RAAF PearceLocation Great Northern Hwy, Bullsbrook WADate Drilled 28/09/2016 24/10/2016
Drill Co. EcoprobeDriller Steve NorrieRig Type SonicSampDrill SRSMLDrill Method Sonic DrillingTotal Depth (m) 19Diameter (mm) 127
Easting, Northing 407158.48, 6496339.13Grid Ref GDA94_MGA_zone_50Elevation 46.277Collar RL 46.671Logged By Oliver SaareChecked By Liam Crellin
B.C.L No. N/A
Casing 50mm PVC (Class 18)
Screen 0.4mm Slotted PVC (Class 18)
Surface Completion Monument
Depth (m
)
Drilling Method
PID (ppm
) Sample ID
Water
Well Details
Graphic Log
LITHOLOGICAL DESCRIPTIONSoil Type (Classification GroupSymbol); Particle Size; Colour;Secondary / Minor Components.
Moisture
Consistency
COMMENTS/ CONTAMINANTINDICATORS
Odours, staining, wastematerials,separate phaseliquids, imported fill, ash.
Elevation (m
)
Notes
GHD Soil Classifications The GHD Soil Classification is based on Australian Standards AS 17261993. This log is not intended for geotechnical purposes.
Drilling Abbreviations Moisture Abbreviations
Consistency Abbreviations
AHAir Hammer, ARAir Rotary, BEBucket Excavation, CCConcrete Coring,DCDiamond Core, FHFoam Hammer, HAHand Auger, HEHand Excavation(shovel), HFAHollow Flight Auger, NDDNon Destructive Drilling, PTPushtube,SDSonic Drilling, SFASolid Flight Auger, SSSplit Spoon, WBWash Bore,WSWindow Sampler
DDry, SMSlightly Moist,MMoist, VMVery Moist,WWet, SSaturated
Granular Soils
VLVeryLoose, LLoose, MDMediumDense, DDense,VD VeryDense
Cohesive Soils VSVerySoft, SSoft, FFirm,STStiff, VSTVery Stiff,HHard
produced by ESlog.ESdat.net on 19 Dec 2016
-
9
9.5
10
10.5
11
11.5
12
12.5
13
13.5
14
14.5
15
15.5
16
16.5
17
17.5
18
18.5
19
19.5
20
20.5
Grout
Bentonite
Gravel
Wallcollapse
subrounded, fine to medium, wellgradedgravel (NATURAL SOIL)sandy CLAY, medium to high plasticity,grey mottled red brown, with rockfragments, and fine gravel, subrounded,fine to coarse, well graded sand(NATURAL SOIL)sandy CLAY, high plasticity, grey withred brown, with fine quartz fragments:medium to coarse, poorly graded sand(NATURAL SOIL)
sandy CLAY, medium to high plasticity,grey mottled red brown, with rockfragments, and fine gravel, subrounded,fine to coarse, well graded sand(NATURAL SOIL)
sandy CLAY, orange brown mottled redbrown, some rock fragments, and gravel,strong cementation (NATURAL SOIL)
clayey SAND, fine to medium, poorlygraded, subrounded, pale orange andgrey (NATURAL SOIL)
Termination Depth at:19.00 m. Targetdepth achieved.
M
SM
D
S
F
VST
H
S
staining
no odour, no staining
no odour, iron oxidestaining
no odour, no staining
no odour, no staining
25.5
26
26.5
27
27.5
28
28.5
29
29.5
30
30.5
31
31.5
32
32.5
33
33.5
34
34.5
35
35.5
36
36.5
37
BOREHOLE LOGENVIRONMENTALGROUNDWATER
MONITORING WELL SC_MW07Page 2 of 2
Depth (m
)
Drilling Method
PID (ppm
) Sample ID
Water
Well Details
Graphic Log
LITHOLOGICAL DESCRIPTIONSoil Type (Classification GroupSymbol); Particle Size; Colour;Secondary / Minor Components.
Moisture
Consistency
COMMENTS/ CONTAMINANTINDICATORS
Odours, staining, wastematerials,separate phaseliquids, imported fill, ash.
Elevation (m
)
Notes
GHD Soil Classifications The GHD Soil Classification is based on Australian Standards AS 17261993. This log is not intended for geotechnical purposes.
Drilling Abbreviations Moisture Abbreviations
Consistency Abbreviations
produced by ESlog.ESdat.net on 19 Dec 2016
-
0.5
1
1.5
2
2.5
3
3.5
4
4.5
5
5.5
6
6.5
7
7.5
8
8.5
9
HA
SD
SC_MW08_0.1
SC_MW08_0.5
SC_MW08_1.0
SC_MW08_2.0
SC_MW08_3.0
SC_MW08_4.0
SC_MW08_5.0
Cement
Grout
ASPHALTsandy clayey GRAVEL, fine and coarse,gap graded, rounded, dark brown (FILL)SAND, fine, uniform, subrounded, brown(FILL)
sandy CLAY, high plasticity, orangebrown mottled grey, subrounded, fine tomedium, poorly graded sand (NATURAL SOIL)sandy CLAY, low to medium plasticity,grey mottled red brown, trace finegravel, weak to moderate cementation,subrounded, fine to coarse, well gradedsand (NATURAL SOIL)silty CLAY, pale orange with grey, tracefine gravel, weak cementation(NATURAL SOIL)sandy CLAY, low to medium plasticity,grey mottled red brown, trace finegravel, moderate to strong cementation,subrounded, fine to coarse, well gradedsand (NATURAL SOIL)
sandy CLAY, low to medium plasticity,grey mottled red brown, with fine gravel,and quartz fragments, subangular, fine tocoarse, well graded sand
sandy CLAY, red brown with grey, withrock fragments, some gravel, strongcementation, fine to coarse, well gradedsand (NATURAL SOIL)
sandy CLAY, low to medium plasticity,grey mottled red brown, with fine gravel,and quartz fragments, subangular, fine tocoarse, well graded sand
MSM
SM
SM
D
D
SM
D
SM
LL
F
ST
MD
VST
ST
H
ST
weak hydrocarbon odour,no stainingno odour, no staining
no odour, no staining
no odour, iron oxidestaining
no odour, no staining
no odour, iron oxidestaining
no odour, iron oxidestaining
no odour, no staining
no odour, iron oxidestaining
38.5
39
39.5
40
40.5
41
41.5
42
42.5
43
43.5
44
44.5
45
45.5
46
46.5
47
BOREHOLE LOGENVIRONMENTALGROUNDWATER
MONITORING WELL SC_MW08Page 1 of 2
Client Department of DefenceProject PFC InvestigationProject No. 6133334Site RAAF PearceLocation Great Northern Hwy, Bullsbrook WADate Drilled 24/10/2016 25/10/2016
Drill Co. EcoprobeDriller Steve NorrieRig Type SonicSampDrill SRSMLDrill Method Sonic DrillingTotal Depth (m) 18Diameter (mm) 127
Easting, Northing 407216.47, 6496328.32Grid Ref GDA94_MGA_zone_50Elevation 47.116Collar RL 47.053Logged By Oliver SaareChecked By Liam Crellin
B.C.L No. N/A
Casing 50mm PVC (Class 18)
Screen 0.4mm Slotted PVC (Class 18)
Surface Completion Gatic
Depth (m
)
Drilling Method
PID (ppm
) Sample ID
Water
Well Details
Graphic Log
LITHOLOGICAL DESCRIPTIONSoil Type (Classification GroupSymbol); Particle Size; Colour;Secondary / Minor Components.
Moisture
Consistency
COMMENTS/ CONTAMINANTINDICATORS
Odours, staining, wastematerials,separate phaseliquids, imported fill, ash.
Elevation (m
)
Notes
GHD Soil Classifications The GHD Soil Classification is based on Australian Standards AS 17261993. This log is not intended for geotechnical purposes.
Drilling Abbreviations Moisture Abbreviations
Consistency Abbreviations
AHAir Hammer, ARAir Rotary, BEBucket Excavation, CCConcrete Coring,DCDiamond Core, FHFoam Hammer, HAHand Auger, HEHand Excavation(shovel), HFAHollow Flight Auger, NDDNon Destructive Drilling, PTPushtube,SDSonic Drilling, SFASolid Flight Auger, SSSplit Spoon, WBWash Bore,WSWindow Sampler
DDry, SMSlightly Moist,MMoist, VMVery Moist,WWet, SSaturated
Granular Soils
VLVeryLoose, LLoose, MDMediumDense, DDense,VD VeryDense
Cohesive Soils VSVerySoft, SSoft, FFirm,STStiff, VSTVery Stiff,HHard
produced by ESlog.ESdat.net on 19 Dec 2016
-
9
9.5
10
10.5
11
11.5
12
12.5
13
13.5
14
14.5
15
15.5
16
16.5
17
17.5
18
18.5
19
19.5
20
20.5
Grout
Bentonite
Gravel
Wallcollapse
and quartz fragments, subangular, fine tocoarse, well graded sand
silty CLAY, pale grey and orange brown,some fine sand, strong cementation(NATURAL SOIL)
sandy CLAY, medium plasticity, grey,some quartz fragments, fine to coarse,well graded sand (NATURAL SOIL)
CLAY, high plasticity, grey, with finequartz fragments (NATURAL SOIL)
sandy CLAY, medium to high plasticity,grey mottled red brown, some quartzfragments, fine to coarse, well gradedsand (NATURAL SOIL)
sandy CLAY, high plasticity, grey mottledred brown, with fine quartz fragments:fine to medium, poorly graded sand(NATURAL SOIL)clayey SAND, fine to medium, poorlygraded, subrounded, pale orange andgrey (NATURAL SOIL)
Termination Depth at:18.00 m. Targetdepth achieved.
D
W
M
M
S
S
H
MD
F
F
S
S
no odour, no staining
no odour, no staining
no odour, no staining
no odour, no staining
no odour, no staining
no odour, no staining
26.5
27
27.5
28
28.5
29
29.5
30
30.5
31
31.5
32
32.5
33
33.5
34
34.5
35
35.5
36
36.5
37
37.5
38
BOREHOLE LOGENVIRONMENTALGROUNDWATER
MONITORING WELL SC_MW08Page 2 of 2
Depth (m
)
Drilling Method
PID (ppm
) Sample ID
Water
Well Details
Graphic Log
LITHOLOGICAL DESCRIPTIONSoil Type (Classification GroupSymbol); Particle Size; Colour;Secondary / Minor Components.
Moisture
Consistency
COMMENTS/ CONTAMINANTINDICATORS
Odours, staining, wastematerials,separate phaseliquids, imported fill, ash.
Elevation (m
)
Notes
GHD Soil Classifications The GHD Soil Classification is based on Australian Standards AS 17261993. This log is not intended for geotechnical purposes.
Drilling Abbreviations Moisture Abbreviations
Consistency Abbreviations
produced by ESlog.ESdat.net on 19 Dec 2016
-
0.5
1
1.5
2
2.5
3
3.5
4
4.5
5
5.5
6
6.5
7
7.5
8
CC
HA
SD
SC_MW09_0.4
SC_MW09_0.9
SC_MW09_1.4 (MW_FD03and MW_FS03)
SC_MW09_2.0
SC_MW09_3.0
SC_MW09_4.0
SC_MW09_5.0
Cement
Grout
Bentonite
Gravel
CONCRETEclayey GRAVEL, fine to coarse, wellgraded, rounded, brown (FILL)gravelly CLAY, medium to high plasticity,orange brown mottled grey, fine, poorlygradedgravel (NATURAL SOIL)
gravelly CLAY, medium to high plasticity,orange brown mottled grey, subrounded,fine to medium, well gradedgravel(NATURAL SOIL)sandy CLAY, high plasticity, orangebrown mottled grey, trace fine gravel,fine, poorly graded sand (NATURAL SOIL)
sandy CLAY, low to medium plasticity,grey mottled red brown, trace finegravel, weak to moderate cementation,subrounded, fine to coarse, well gradedsand (NATURAL SOIL)
silty CLAY, grey mottled orange brown,strong cementation (NATURAL SOIL)
sandy CLAY, fine to coarse, well graded,subrounded, grey mottled red brown,trace fine gravel, weak to moderatecementation, subrounded, fine to coarse,well graded sand (NATURAL SOIL)silty CLAY, grey mottled red, strongcementation (NATURAL SOIL)
clayey SAND, low to medium plasticity,fine to coarse, well graded, subrounded,grey mottled red brown, with fine gravel,and quartz fragments, subangular, fine tocoarse, well graded sand
SS
SM
M
SM
D
SM
D
W
MDMD
F
ST
ST
H
ST
H
F
no odour, no stainingno odour, no staining
no odour, no staining
no odour, iron oxidestaining
no odour, iron oxidestaining
no odour, no staining
no odour, iron oxidestaining
no odour, iron oxidestaining
no odour, iron oxidestaining
39.5
40
40.5
41
41.5
42
42.5
43
43.5
44
44.5
45
45.5
46
46.5
47
BOREHOLE LOGENVIRONMENTALGROUNDWATER
MONITORING WELL SC_MW09Page 1 of 2
Client Department of DefenceProject PFC InvestigationProject No. 6133334Site RAAF PearceLocation Great Northern Hwy, Bullsbrook WADate Drilled 10/10/2016 11/10/2016
Drill Co. National GeotechDriller Ben RisingerRig Type Sonic EP26Drill Method Sonic DrillingTotal Depth (m) 13Diameter (mm) 127
Easting, Northing 407236.82, 6496298.14Grid Ref GDA94_MGA_zone_50Elevation 47.357Collar RL 47.266Logged By Oliver SaareChecked By Liam Crellin
B.C.L No. N/A
Casing 50mm PVC (Class 18)
Screen 0.4mm Slotted PVC (Class 18)
Surface Completion Gatic
Depth (m
)
Drilling Method
PID (ppm
) Sample ID
Water
Well Details
Graphic Log
LITHOLOGICAL DESCRIPTIONSoil Type (Classification GroupSymbol); Particle Size; Colour;Secondary / Minor Components.
Moisture
Consistency
COMMENTS/ CONTAMINANTINDICATORS
Odours, staining, wastematerials,separate phaseliquids, imported fill, ash.
Elevation (m
)
Notes
GHD Soil Classifications The GHD Soil Classification is based on Australian Standards AS 17261993. This log is not intended for geotechnical purposes.
Drilling Abbreviations Moisture Abbreviations
Consistency Abbreviations
AHAir Hammer, ARAir Rotary, BEBucket Excavation, CCConcrete Coring,DCDiamond Core, FHFoam Hammer, HAHand Auger, HEHand Excavation(shovel), HFAHollow Flight Auger, NDDNon Destructive Drilling, PTPushtube,SDSonic Drilling, SFASolid Flight Auger, SSSplit Spoon, WBWash Bore,WSWindow Sampler
DDry, SMSlightly Moist,MMoist, VMVery Moist,WWet, SSaturated
Granular Soils
VLVeryLoose, LLoose, MDMediumDense, DDense,VD VeryDense
Cohesive Soils VSVerySoft, SSoft, FFirm,STStiff, VSTVery Stiff,HHard
produced by ESlog.ESdat.net on 19 Dec 2016
-
8
8.5
9
9.5
10
10.5
11
11.5
12
12.5
13
13.5
14
14.5
15
15.5
16
16.5
17
17.5
18
18.5
Gravel
sandy CLAY, low to medium plasticity,grey mottled red brown, with fine gravel,and quartz fragments, subangular, fine tocoarse, well graded sand
gravelly CLAY, medium to high plasticity,grey mottled red brown, with quartzfragments, subangular, fine to medium,well gradedgravel (NATURAL SOIL)sandy CLAY, low plasticity, pale greymottled, some quartz fragments, fine tocoarse, well graded sand (NATURAL SOIL)
silty CLAY, low plasticity, orange brownmottled grey, trace fine gravel, moderateto strong cementation (NATURAL SOIL)
Termination Depth at:13.00 m. Targetdepth achieved.
M
W
S
SM
ST
F
MD
H
no odour, iron oxidestaining
no odour, no staining
no odour, no staining
no odour, no staining
29
29.5
30
30.5
31
31.5
32
32.5
33
33.5
34
34.5
35
35.5
36
36.5
37
37.5
38
38.5
39
BOREHOLE LOGENVIRONMENTALGROUNDWATER
MONITORING WELL SC_MW09Page 2 of 2
Depth (m
)
Drilling Method
PID (ppm
) Sample ID
Water
Well Details
Graphic Log
LITHOLOGICAL DESCRIPTIONSoil Type (Classification GroupSymbol); Particle Size; Colour;Secondary / Minor Components.
Moisture
Consistency
COMMENTS/ CONTAMINANTINDICATORS
Odours, staining, wastematerials,separate phaseliquids, imported fill, ash.
Elevation (m
)
Notes
GHD Soil Classifications The GHD Soil Classification is based on Australian Standards AS 17261993. This log is not intended for geotechnical purposes.
Drilling Abbreviations Moisture Abbreviations
Consistency Abbreviations
produced by ESlog.ESdat.net on 19 Dec 2016
-
0.5
1
1.5
2
2.5
3
3.5
4
4.5
5
5.5
6
6.5
7
7.5
8
8.5
9
9.5
10
CC
HA
SD
SC_MW10_0.5
SC_MW10_1.0 (MW_FD04and MW_FS04)
SC_MW10_1.5
SC_MW10_2.0
SC_MW10_3.0
SC_MW10_4.0
SC_MW10_5.0
Cement
Grout
Bentonite
CONCRETE
clayey GRAVEL, high plasticity, fine tocoarse, well graded, rounded, brown(FILL)gravelly CLAY, medium to high plasticity,orange brown mottled grey, fine, poorlygradedgravel (NATURAL SOIL)
gravelly CLAY, orange brown mottledgrey, with rock fragments, and quartz,strong cementation (NATURAL SOIL)
silty CLAY, red brown mottled grey,trace fine to medium gravel, strongcementation (NATURAL SOIL)
gravelly CLAY, low to medium plasticity,red brown and grey, some quartz,strong cementation, subangular, fine tocoarse, well gradedgravel (NATURAL SOIL)
sandy CLAY, low to medium plasticity,grey mottled red brown, with fine gravel,and quartz fragments, moderate tostrong cementation, subangular, fine tocoarse, well graded sand
sandy CLAY, medium to high plasticity,pale grey mottled, some quartz
W
SM
D
D
SM
SM
M
MD
H
H
VST
VST
MD
no odour, no staining
no odour, no staining
no odour, no staining
no odour, no staining
no odour, no staining
no odour, iron oxidestaining
no odour, no staining 38
38.5
39
39.5
40
40.5
41
41.5
42
42.5
43
43.5
44
44.5
45
45.5
46
46.5
47
47.5
BOREHOLE LOGENVIRONMENTALGROUNDWATER
MONITORING WELL SC_MW10Page 1 of 2
Client Department of DefenceProject PFC InvestigationProject No. 6133334Site RAAF PearceLocation Great Northern Hwy, Bullsbrook WADate Drilled 21/10/2016 21/10/2016
Drill Co. EcoprobeDriller Steve NorrieRig Type SonicSampDrill SRSMLDrill Method Sonic DrillingTotal Depth (m) 21Diameter (mm) 127
Easting, Northing 407292.91, 6496239.83Grid Ref GDA94_MGA_zone_50Elevation 47.988Collar RL 47.921Logged By Oliver SaareChecked By Liam Crellin
B.C.L No. N/A
Casing 50mm PVC (Class 18)
Screen 0.4mm Slotted PVC (Class 18)
Surface Completion Gatic
Depth (m
)
Drilling Method
PID (ppm
) Sample ID
Water
Well Details
Graphic Log
LITHOLOGICAL DESCRIPTIONSoil Type (Classification GroupSymbol); Particle Size; Colour;Secondary / Minor Components.
Moisture
Consistency
COMMENTS/ CONTAMINANTINDICATORS
Odours, staining, wastematerials,separate phaseliquids, imported fill, ash.
Elevation (m
)
Notes
GHD Soil Classifications The GHD Soil Classification is based on Australian Standards AS 17261993. This log is not intended for geotechnical purposes.
Drilling Abbreviations Moisture Abbreviations
Consistency Abbreviations
AHAir Hammer, ARAir Rotary, BEBucket Excavation, CCConcrete Coring,DCDiamond Core, FHFoam Hammer, HAHand Auger, HEHand Excavation(shovel), HFAHollow Flight Auger, NDDNon Destructive Drilling, PTPushtube,SDSonic Drilling, SFASolid Flight Auger, SSSplit Spoon, WBWash Bore,WSWindow Sampler
DDry, SMSlightly Moist,MMoist, VMVery Moist,WWet, SSaturated
Granular Soils
VLVeryLoose, LLoose, MDMediumDense, DDense,VD VeryDense
Cohesive Soils VSVerySoft, SSoft, FFirm,STStiff, VSTVery Stiff,HHard
produced by ESlog.ESdat.net on 19 Dec 2016
-
10
10.5
11
11.5
12
12.5
13
13.5
14
14.5
15
15.5
16
16.5
17
17.5
18
18.5
19
19.5
20
20.5
21
21.5
22
22.5
23
Grout
Bentonite
Gravel
Wallcollapse
sandy CLAY, medium to high plasticity,pale grey mottled, some quartzfragments, fine to coarse, well gradedsand (NATURAL SOIL)
sandy CLAY, low to medium plasticity,grey mottled red brown, with fine gravel,and quartz fragments, moderate tostrong cementation, subangular, fine tocoarse, well graded sand
silty CLAY, low plasticity, orange brownmottled grey, trace fine gravel, moderateto strong cementation (NATURAL SOIL)
sandy CLAY, low to medium plasticity,grey mottled red brown, with fine gravel,and quartz fragments, moderate tostrong cementation, subangular, fine tocoarse, well graded sand
sandy CLAY, high plasticity, grey withred brown, fine, poorly graded sand(NATURAL SOIL)
sandy CLAY, low to medium plasticity,grey mottled red brown, with fine gravel,and quartz fragments, moderate tostrong cementation, subangular, fine tocoarse, well graded sand
clayey SAND, low to medium plasticity,fine to coarse, well graded, subrounded,pale grey mottled pale pink (NATURAL SOIL)
clayey SAND, fine to coarse, wellgraded, subrounded, pale red brown withorange brown (NATURAL SOIL)
Termination Depth at:21.00 m. Targetdepth achieved.
M
SM
SM
SM
M
SM
S
S
MD
VST
H
VST
F
VST
VL
VL
no odour, no staining
no odour, iron oxidestaining
no odour, no staining
no odour, iron oxidestaining
no odour, no staining
no odour, iron oxidestaining
no odour, no staining
no odour, no staining
25
25.5
26
26.5
27
27.5
28
28.5
29
29.5
30
30.5
31
31.5
32
32.5
33
33.5
34
34.5
35
35.5
36
36.5
37
37.5
38
BOREHOLE LOGENVIRONMENTALGROUNDWATER
MONITORING WELL SC_MW10Page 2 of 2
Depth (m
)
Drilling Method
PID (ppm
) Sample ID
Water
Well Details
Graphic Log
LITHOLOGICAL DESCRIPTIONSoil Type (Classification GroupSymbol); Particle Size; Colour;Secondary / Minor Components.
Moisture
Consistency
COMMENTS/ CONTAMINANTINDICATORS
Odours, staining, wastematerials,separate phaseliquids, imported fill, ash.
Elevation (m
)
Notes
GHD Soil Classifications The GHD Soil Classification is based on Australian Standards AS 17261993. This log is not intended for geotechnical purposes.
Drilling Abbreviations Moisture Abbreviations
Consistency Abbreviations
produced by ESlog.ESdat.net on 19 Dec 2016
-
0.5
1
1.5
2
2.5
3
3.5
4
4.5
5
5.5
6
6.5
7
7.5
8
8.5
9
9.5
10
HA
SD
SD_MW12_0.3
SD_MW12_0.8
SD_MW12_1.3
SD_MW12_2.0
SD_MW12_3.0
SD_MW12_4.0
SD_MW12_5.0
Cement
Grout
Bentonite
Gravel
ASPHALTsandy GRAVEL, fine and coarse, gapgraded, rounded, brown orange (FILL)sandy gravelly CLAY, low to mediumplasticity, orange brown mottled grey,with rock fragments, and quartz, weakcementation, subrounded, fine to coarse,well graded sand, subangular, fine tomedium, well gradedgravel (NATURAL SOIL)gravelly CLAY, medium to high plasticity,grey mottled orange brown, subangular,fine to medium, well gradedgravel(NATURAL SOIL)
sandy CLAY, low plasticity, grey mottledorange brown, trace fine gravel, androck fragments, moderate cementation,subrounded, fine to coarse, well gradedsand (NATURAL SOIL)
sandy CLAY, low plasticity, pale greymottled red brown, some fine gravel,and quartz fragments: weak to moderatecementation, subrounded, fine to coarse,well graded sand (NATURAL SOIL)
SMSM
SM
SM
SM
MDD
F
F
F
no odour, no stainingno odour, no staining
no odour, no staining
no odour, no staining
no odour, iron oxidestaining
41.5
42
42.5
43
43.5
44
44.5
45
45.5
46
46.5
47
47.5
48
48.5
49
49.5
50
50.5
51
BOREHOLE LOGENVIRONMENTALGROUNDWATER
MONITORING WELL SD_MW12Page 1 of 2
Client Department of DefenceProject PFC InvestigationProject No. 6133334Site RAAF PearceLocation Great Northern Hwy, Bullsbrook WADate Drilled 11/10/2016 13/10/2016
Drill Co. National GeotechDriller Ben RisingerRig Type Sonic EP26Drill Method Sonic DrillingTotal Depth (m) 18.1Diameter (mm) 127
Easting, Northing 407584.93, 6496103.59Grid Ref GDA94_MGA_zone_50Elevation 51.345Collar RL 51.291Logged By Oliver SaareChecked By Liam Crellin
B.C.L No. N/A
Casing 50mm PVC (Class 18)
Screen 0.4mm Slotted PVC (Class 18)
Surface Completion Gatic
Depth (m
)
Drilling Method
PID (ppm
) Sample ID
Water
Well Details
Graphic Log
LITHOLOGICAL DESCRIPTIONSoil Type (Classification GroupSymbol); Particle Size; Colour;Secondary / Minor Components.
Moisture
Consistency
COMMENTS/ CONTAMINANTINDICATORS
Odours, staining, wastematerials,separate phaseliquids, imported fill, ash.
Elevation (m
)
Notes
GHD Soil Classifications The GHD Soil Classification is based on Australian Standards AS 17261993. This log is not intended for geotechnical purposes.
Drilling Abbreviations Moisture Abbreviations
Consistency Abbreviations
AHAir Hammer, ARAir Rotary, BEBucket Excavation, CCConcrete Coring,DCDiamond Core, FHFoam Hammer, HAHand Auger, HEHand Excavation(shovel), HFAHollow Flight Auger, NDDNon Destructive Drilling, PTPushtube,SDSonic Drilling, SFASolid Flight Auger, SSSplit Spoon, WBWash Bore,WSWindow Sampler
DDry, SMSlightly Moist,MMoist, VMVery Moist,WWet, SSaturated
Granular Soils
VLVeryLoose, LLoose, MDMediumDense, DDense,VD VeryDense
Cohesive Soils VSVerySoft, SSoft, FFirm,STStiff, VSTVery Stiff,HHard
produced by ESlog.ESdat.net on 19 Dec 2016
-
10
10.5
11
11.5
12
12.5
13
13.5
14
14.5
15
15.5
16
16.5
17
17.5
18
18.5
19
19.5
20
20.5
21
21.5
22
22.5
23
Gravel
clayey SAND, fine to coarse, wellgraded, subrounded, pale grey mottledred, with laterite, and quartz (NATURAL SOIL)
sandy CLAY, high plasticity, pale greymottled white, subrounded, fine tomedium, poorly graded sand (NATURAL SOIL)
silty CLAY, orange brown, strongcementation (NATURAL SOIL)sandy CLAY, high plasticity, pale greymottled white, subrounded, fine tomedium, poorly graded sand (NATURAL SOIL)
silty CLAY, orange brown, strongcementation (NATURAL SOIL)sandy CLAY, high plasticity, pale greymottled white, subrounded, fine tomedium, poorly graded sand (NATURAL SOIL)
Termination Depth at:18.10 m. Targetdepth achieved.
SM
M
SMM
SM
W
D
ST
HST
H
ST
no odour, iron oxidestaining
no odour, no staining
no odour, iron oxidestainingno odour, no staining
no odour, iron oxidestainingno odour, no staining
28.5
29
29.5
30
30.5
31
31.5
32
32.5
33
33.5
34
34.5
35
35.5
36
36.5
37
37.5
38
38.5
39
39.5
40
40.5
41
BOREHOLE LOGENVIRONMENTALGROUNDWATER
MONITORING WELL SD_MW12Page 2 of 2
Depth (m
)
Drilling Method
PID (ppm
) Sample ID
Water
Well Details
Graphic Log
LITHOLOGICAL DESCRIPTIONSoil Type (Classification GroupSymbol); Particle Size; Colour;Secondary / Minor Components.
Moisture
Consistency
COMMENTS/ CONTAMINANTINDICATORS
Odours, staining, wastematerials,separate phaseliquids, imported fill, ash.
Elevation (m
)
Notes
GHD Soil Classifications The GHD Soil Classification is based on Australian Standards AS 17261993. This log is not intended for geotechnical purposes.
Drilling Abbreviations Moisture Abbreviations
Consistency Abbreviations
produced by ESlog.ESdat.net on 19 Dec 2016
-
0.5
1
1.5
2
2.5
3
3.5
4
4.5
5
5.5
6
6.5
7
7.5
8
8.5
9
9.5
10
HA
SD
SD_MW13_0.1
SD_MW13_0.5
SD_MW13_1.0
SD_MW13_2.0
SD_MW13_3.0
SD_MW13_4.0
SD_MW13_5.0
Cement
Grout
ASPHALTsandy GRAVEL, fine and coarse, gapgraded, rounded, brown orange (FILL)sandy gravelly CLAY, low to mediumplasticity, orange brown mottled grey,with rock fragments, and quartz, weakcementation, subrounded, fine to coarse,well graded sand, subangular, fine tomedium, well gradedgravel (NATURAL SOIL)sandy CLAY, medium to high plasticity,orange brown mottled grey, with fine tomedium gravel, subangular, fine tomedium, well gradedgravel (NATURAL SOIL)
sandy CLAY, low to medium plasticity,red brown mottled grey, with fine tomedium gravel, subrounded, fine tocoarse, well graded sand (NATURAL SOIL)
sandy CLAY, medium to high plasticity,grey mottled orange brown, subrounded,fine to medium, poorly graded sand(NATURAL SOIL)
sandy CLAY, low plasticity, pale greymottled red brown, some fine gravel,and quartz fragments: weak to moderatecementation, subrounded, fine to coarse,well graded sand (NATURAL SOIL)
SMSM
SM
W
SM
SM
MDD
ST
S
ST
F
no odour, no stainingno odour, no staining
no odour, no staining
no odour, no staining
no odour, no staining
no odour, iron oxidestaining
41.5
42
42.5
43
43.5
44
44.5
45
45.5
46
46.5
47
47.5
48
48.5
49
49.5
50
50.5
51
51.5
BOREHOLE LOGENVIRONMENTALGROUNDWATER
MONITORING WELL SD_MW13Page 1 of 2
Client Department of DefenceProject PFC InvestigationProject No. 6133334Site RAAF PearceLocation Great Northern Hwy, Bullsbrook WADate Drilled 19/10/2016 20/10/2016
Drill Co. EcoprobeDriller Steve NorrieRig Type SonicSampDrill SRSMLDrill Method Sonic DrillingTotal Depth (m) 21Diameter (mm) 127
Easting, Northing 407607.94, 6496078.15Grid Ref GDA94_MGA_zone_50Elevation 51.527Collar RL 51.454Logged By Oliver SaareChecked By Liam Crellin
B.C.L No. N/A
Casing 50mm PVC (Class 18)
Screen 0.4mm Slotted PVC (Class 18)
Surface Completion Gatic
Depth (m
)
Drilling Method
PID (ppm
) Sample ID
Water
Well Details
Graphic Log
LITHOLOGICAL DESCRIPTIONSoil Type (Classification GroupSymbol); Particle Size; Colour;Secondary / Minor Components.
Moisture
Consistency
COMMENTS/ CONTAMINANTINDICATORS
Odours, staining, wastematerials,separate phaseliquids, imported fill, ash.
Elevation (m
)
Notes
GHD Soil Classifications The GHD Soil Classification is based on Australian Standards AS 17261993. This log is not intended for geotechnical purposes.
Drilling Abbreviations Moisture Abbreviations
Consistency Abbreviations
AHAir Hammer, ARAir Rotary, BEBucket Excavation, CCConcrete Coring,DCDiamond Core, FHFoam Hammer, HAHand Auger, HEHand Excavation(shovel), HFAHollow Flight Auger, NDDNon Destructive Drilling, PTPushtube,SDSonic Drilling, SFASolid Flight Auger, SSSplit Spoon, WBWash Bore,WSWindow Sampler
DDry, SMSlightly Moist,MMoist, VMVery Moist,WWet, SSaturated
Granular Soils
VLVeryLoose, LLoose, MDMediumDense, DDense,VD VeryDense
Cohesive Soils VSVerySoft, SSoft, FFirm,STStiff, VSTVery Stiff,HHard
produced by ESlog.ESdat.net on 19 Dec 2016
-
10
10.5
11
11.5
12
12.5
13
13.5
14
14.5
15
15.5
16
16.5
17
17.5
18
18.5
19
19.5
20
20.5
21
21.5
22
22.5
23
Grout
Bentonite
Gravel
Wallcollapse
sandy CLAY, pale grey mottled brownred, moderate to strong cementation,fine, poorly graded sand (NATURAL SOIL)
clayey SAND, high plasticity, fine tocoarse, well graded, subrounded, palegrey mottled white, subrounded, fine tomedium, poorly graded sand (NATURAL SOIL)
sandy CLAY, high plasticity, pale greymottled white, subrounded, fine tomedium, poorly graded sand (NATURAL SOIL)
clayey SAND, low to medium plasticity,fine to coarse, well graded, subrounded,pale grey mottled pale pink (NATURAL SOIL)
Termination Depth at:21.00 m. Targetdepth achieved.
D
W
W
S
H
MD
ST
VL
no odour, iron oxidestaining
no odour, no staining
no odour, no staining
no odour, no staining
28.5
29
29.5
30
30.5
31
31.5
32
32.5
33
33.5
34
34.5
35
35.5
36
36.5
37
37.5
38
38.5
39
39.5
40
40.5
41
41.5
BOREHOLE LOGENVIRONMENTALGROUNDWATER
MONITORING WELL SD_MW13Page 2 of 2
Depth (m
)
Drilling Method
PID (ppm
) Sample ID
Water
Well Details
Graphic Log
LITHOLOGICAL DESCRIPTIONSoil Type (Classification GroupSymbol); Particle Size; Colour;Secondary / Minor Components.
Moisture
Consistency
COMMENTS/ CONTAMINANTINDICATORS
Odours, staining, wastematerials,separate phaseliquids, imported fill, ash.
Elevation (m
)
Notes
GHD Soil Classifications The GHD Soil Classification is based on Australian Standards AS 17261993. This log is not intended for geotechnical purposes.
Drilling Abbreviations Moisture Abbreviations
Consistency Abbreviations
produced by ESlog.ESdat.net on 19 Dec 2016
-
0.5
1
1.5
2
2.5
3
3.5
4
4.5
5
5.5
6
6.5
7
7.5
8
8.5
9
HA
SD
BW_MW14_0.1 Cement
Grout
Gravel
TOPSOIL/ROOTMATSAND, fine to medium, well graded,subrounded, brown grey, some mediumto coarse gravel, and rootlets (possibleNATURAL SOIL)SAND, fine to medium, well graded,subrounded, pale grey and white(NATURAL SOIL)SAND, medium to coarse, well graded,subrounded, pale grey (NATURAL SOIL)
clayey GRAVEL, fine and coarse, wellgraded, subrounded, brown and grey,with medium to coarse sand (NATURAL SOIL)sandy CLAY, medium plasticity, orangebrown and grey, trace fine gravel, fine,poorly graded sand (NATURAL SOIL)
sandy CLAY, low plasticity, brown redwith grey, moderate to strongcementation, fine, poorly graded sand(NATURAL SOIL)
sandy CLAY, medium plasticity, greywith orange brown, trace fine quartzfragments: fine to medium, well gradedsand (NATURAL SOIL)
D
D
S
M
SM
D
SM
VL
L
L
D
ST
VST
ST
no odour, no staining
no odour, no staining
no odour, no staining
no odour, no staining
no odour, no staining
no odour, iron oxidestaining
no odour, iron oxidestaining
35
35.5
36
36.5
37
37.5
38
38.5
39
39.5
40
40.5
41
41.5
42
42.5
43
43.5
BOREHOLE LOGENVIRONMENTALGROUNDWATER
MONITORING WELL BW_MW14Page 1 of 2
Client Department of DefenceProject PFC InvestigationProject No. 6133334Site RAAF PearceLocation Great Northern Hwy, Bullsbrook WADate Drilled 30/11/2016 30/11/2016
Drill Co. EcoprobeDriller Steve NorrieRig Type SonicSampDrill SRSMLDrill Method Sonic DrillingTotal Depth (m) 16.5Diameter (mm) 127
Easting, Northing 406988.23, 6497818.56Grid Ref GDA94_MGA_zone_50Elevation 43.794Collar RL 44.274Logged By Oliver SaareChecked By Liam Crellin
B.C.L No. N/A
Casing 50mm PVC (Class 18)
Screen 0.4mm Slotted PVC (Class 18)
Surface Completion Monument
Depth (m
)
Drilling Method
PID (ppm
) Sample ID
Water
Well Details
Graphic Log
LITHOLOGICAL DESCRIPTIONSoil Type (Classification GroupSymbol); Particle Size; Colour;Secondary / Minor Components.
Moisture
Consistency
COMMENTS/ CONTAMINANTINDICATORS
Odours, staining, wastematerials,separate phaseliquids, imported fill, ash.
Elevation (m
)
Notes
GHD Soil Classifications The GHD Soil Classification is based on Australian Standards AS 17261993. This log is not intended for geotechnical purposes.
Drilling Abbreviations Moisture Abbreviations
Consistency Abbreviations
AHAir Hammer, ARAir Rotary, BEBucket Excavation, CCConcrete Coring,DCDiamond Core, FHFoam Hammer, HAHand Auger, HEHand Excavation(shovel), HFAHollow Flight Auger, NDDNon Destructive Drilling, PTPushtube,SDSonic Drilling, SFASolid Flight Auger, SSSplit Spoon, WBWash Bore,WSWindow Sampler
DDry, SMSlightly Moist,MMoist, VMVery Moist,WWet, SSaturated
Granular Soils
VLVeryLoose, LLoose, MDMediumDense, DDense,VD VeryDense
Cohesive Soils VSVerySoft, SSoft, FFirm,STStiff, VSTVery Stiff,HHard
produced by ESlog.ESdat.net on 19 Dec 2016
-
9
9.5
10
10.5
11
11.5
12
12.5
13
13.5
14
14.5
15
15.5
16
16.5
17
17.5
18
18.5
19
19.5
20
20.5
Grout
Gravel
Wallcollapse
sandy CLAY, high plasticity, grey,subrounded, fine to coarse, well gradedsand (NATURAL SOIL)
clayey SAND, fine to medium, wellgraded, subrounded, orange brown andgrey (NATURAL SOIL)
clayey SAND, fine, poorly graded,orange brown and grey (NATURAL SOIL)
clayey SAND, medium to coarse, wellgraded, subrounded, orange brown(NATURAL SOIL)
clayey SAND, medium to coarse, wellgraded, grey (NATURAL SOIL)
ORGANIC SOIL, black, moderatecementation (NATURAL SOIL)Termination Depth at:16.50 m. Targetdepth achieved.
M
M
S
S
S
M
ST
D
S
L
L
D
no odour, no staining
no odour, no staining
no odour, no staining
no odour, no staining
no odour, no staining
distinct organic odour, nostaining
23
23.5
24
24.5
25
25.5
26
26.5
27
27.5
28
28.5
29
29.5
30
30.5
31
31.5
32
32.5
33
33.5
34
34.5
BOREHOLE LOGENVIRONMENTALGROUNDWATER
MONITORING WELL BW_MW14Page 2 of 2
Depth (m
)
Drilling Method
PID (ppm
) Sample ID
Water
Well Details
Graphic Log
LITHOLOGICAL DESCRIPTIONSoil Type (Classification GroupSymbol); Particle Size; Colour;Secondary / Minor Components.
Moisture
Consistency
COMMENTS/ CONTAMINANTINDICATORS
Odours, staining, wastematerials,separate phaseliquids, imported fill, ash.
Elevation (m
)
Notes
GHD Soil Classifications The GHD Soil Classification is based on Australian Standards AS 17261993. This log is not intended for geotechnical purposes.
Drilling Abbreviations Moisture Abbreviations
Consistency Abbreviations
produced by ESlog.ESdat.net on 19 Dec 2016
-
0.5
1
1.5
2
2.5
3
3.5
4
4.5
5
5.5
6
6.5
7
7.5
8
8.5
9
9.5
10
10.5
11
11.5
12
12.5
HA
SD
BW_MW15_0.1 Cement
Grout
Bentonite
Gravel
Wallcollapse
TOPSOIL/GRASSMATclayey SAND, fine to coarse, wellgraded, subrounded, pale grey brown,some fine to medium gravel (NATURAL SOIL)sandy CLAY, orange brown and greybrown, weak to moderate cementation,fine, poorly graded sand (NATURAL SOIL)sandy CLAY, orange brown with palegrey, moderate to strong cementation,fine to coarse, well graded sand(NATURAL SOIL)
clayey SAND, fine to medium, wellgraded, subrounded, brown with grey(NATURAL SOIL)
clayey SAND, fine to medium, poorlygraded, orange mottled grey (NATURAL SOIL)
clayey SAND, fine to medium, poorlygraded, subrounded, dark grey mottledblack (NATURAL SOIL)clayey gravelly SAND, medium tocoarse, well graded, subrounded, grey,fine to medium, well gradedgravel(NATURAL SOIL)clayey SAND, fine to medium, poorlygraded, subrounded, dark grey mottledblack (NATURAL SOIL)clayey SAND, medium to coarse, wellgraded, brown grey (NATURAL SOIL)
Termination Depth at:12.00 m. Targetdepth achieved.
D
D
SM
S
W
S
S
S
S
L
F
F
S
MD
L
VL
L
VL
no odour, no staining
no odour, no staining
no odour, no staining
no odour, no staining
no odour, no staining
no odour, no staining
no odour, no staining
no odour, no staining
no odour, no staining
20.5
21
21.5
22
22.5
23
23.5
24
24.5
25
25.5
26
26.5
27
27.5
28
28.5
29
29.5
30
30.5
31
31.5
32
32.5
33
BOREHOLE LOGENVIRONMENTALGROUNDWATER
MONITORING WELL BW_MW15Page 1 of 1
Client Department of DefenceProject PFC InvestigationProject No. 6133334Site RAAF PearceLocation Great Northern Hwy, Bullsbrook WADate Drilled 25/11/2016 25/11/2016
Drill Co. EcoprobeDriller Steve NorrieRig Type SonicSampDrill SRSMLDrill Method Sonic DrillingTotal Depth (m) 12Diameter (mm) 127
Easting, Northing 406107.98, 6496087.69Grid Ref GDA94_MGA_zone_50Elevation 33.342Collar RL 33.733Logged By Oliver SaareChecked By Liam Crellin
B.C.L No. N/A
Casing 50mm PVC (Class 18)
Screen 0.4mm Slotted PVC (Class 18)
Surface Completion Monument
Depth (m
)
Drilling Method
PID (ppm
) Sample ID
Water
Well Details
Graphic Log
LITHOLOGICAL DESCRIPTIONSoil Type (Classification GroupSymbol); Particle Size; Colour;Secondary / Minor Components.
Moisture
Consistency
COMMENTS/ CONTAMINANTINDICATORS
Odours, staining, wastematerials,separate phaseliquids, imported fill, ash.
Elevation (m
)
Notes
GHD Soil Classifications The GHD Soil Classification is based on Australian Standards AS 17261993. This log is not intended for geotechnical purposes.
Drilling Abbreviations Moisture Abbreviations
Consistency Abbreviations
AHAir Hammer, ARAir Rotary, BEBucket Excavation, CCConcrete Coring,DCDiamond Core, FHFoam Hammer, HAHand Auger, HEHand Excavation(shovel), HFAHollow Flight Auger, NDDNon Destructive Drilling, PTPushtube,SDSonic Drilling, SFASolid Flight Auger, SSSplit Spoon, WBWash Bore,WSWindow Sampler
DDry, SMSlightly Moist,MMoist, VMVery Moist,WWet, SSaturated
Granular Soils
VLVeryLoose, LLoose, MDMediumDense, DDense,VD VeryDense
Cohesive Soils VSVerySoft, SSoft, FFirm,STStiff, VSTVery Stiff,HHard
produced by ESlog.ESdat.net on 19 Dec 2016
-
0.5
1
1.5
2
2.5
3
3.5
4
4.5
5
5.5
6
6.5
7
7.5
8
8.5
9
9.5
10
HA
SD
BW_MW16_0.1 Cement
Grout
Bentonite
TOPSOIL/GRASSMATSAND, fine to coarse, well graded,subrounded, brown, with organics, androots (FILL)silty CLAY, no plasticity, pale brown,weak cementation (possible NATURAL SOIL)sandy CLAY, low to medium plasticity,brown, strong cementation, fine tomedium, well graded sand (NATURAL SOIL)
sandy CLAY, low to medium plasticity,dark brown mottled grey, some coarsegravel, and rock fragments, strongcementation, fine to medium, well gradedsand (NATURAL SOIL)
gravelly CLAY, low to medium plasticity,orange brown mottled grey, with rockfragments, moderate to strongcementation, subrounded, fine to coarse,well gradedgravel (NATURAL SOIL)
sandy CLAY, medium plasticity, orangebrown mottled grey, trace fine gravel,fine, uniform sand (NATURAL SOIL)
sandy CLAY, low to medium plasticity,pale grey mottled orange brown,moderate to strong cementation, fine tocoarse, well graded sand (NATURAL SOIL)sandy CLAY, medium to high plasticity,red brown with grey, trace fine tomedium gravel, fine to coarse, wellgraded sand (NATURAL SOIL)sandy CLAY, low plasticity, pale greywith red brown, some fine to mediumgravel, and quartz fragments: moderateto strong cementation, fine to medium,well graded sand (NATURAL SOIL)
D
D
D
D
SM
SM
D
SM
D
L
L
VST
VST
ST
ST
F
ST
F
no odour, no staining
no odour, no staining
no odour, no staining
no odour, no staining
no odour, no staining
no odour, no staining
no odour, no staining
no odour, no staining
no odour, no staining
41.5
42
42.5
43
43.5
44
44.5
45
45.5
46
46.5
47
47.5
48
48.5
49
49.5
50
50.5
51
BOREHOLE LOGENVIRONMENTALGROUNDWATER
MONITORING WELL BW_MW16Page 1 of 2
Client Department of DefenceProject PFC InvestigationProject No. 6133334Site RAAF PearceLocation Great Northern Hwy, Bullsbrook WADate Drilled 21/11/2016 21/11/2016
Drill Co. EcoprobeDriller Steve NorrieRig Type SonicSampDrill SRSMLDrill Method Sonic DrillingTotal Depth (m) 19Diameter (mm) 127
Easting, Northing 407878.79, 6495651.95Grid Ref GDA94_MGA_zone_50Elevation 51.264Collar RL 51.664Logged By Oliver SaareChecked By Liam Crellin
B.C.L No. N/A
Casing 50mm PVC (Class 18)
Screen 0.4mm Slotted PVC (Class 18)
Surface Completion Monument
Depth (m
)
Drilling Method
PID (ppm
) Sample ID
Water
Well Details
Graphic Log
LITHOLOGICAL DESCRIPTIONSoil Type (Classification GroupSymbol); Particle Size; Colour;Secondary / Minor Components.
Moisture
Consistency
COMMENTS/ CONTAMINANTINDICATORS
Odours, staining, wastematerials,separate phaseliquids, imported fill, ash.
Elevation (m
)
Notes
GHD Soil Classifications The GHD Soil Classification is based on Australian Standards AS 17261993. This log is not intended for geotechnical purposes.
Drilling Abbreviations Moisture Abbreviations
Consistency Abbreviations
AHAir Hammer, ARAir Rotary, BEBucket Excavation, CCConcrete Coring,DCDiamond Core, FHFoam Hammer, HAHand Auger, HEHand Excavation(shovel), HFAHollow Flight Auger, NDDNon Destructive Drilling, PTPushtube,SDSonic Drilling, SFASolid Flight Auger, SSSplit Spoon, WBWash Bore,WSWindow Sampler
DDry, SMSlightly Moist,MMoist, VMVery Moist,WWet, SSaturated
Granular Soils
VLVeryLoose, LLoose, MDMediumDense, DDense,VD VeryDense
Cohesive Soils VSVerySoft, SSoft, FFirm,STStiff, VSTVery Stiff,HHard
produced by ESlog.ESdat.net on 19 Dec 2016
-
10
10.5
11
11.5
12
12.5
13
13.5
14
14.5
15
15.5
16
16.5
17
17.5
18
18.5
19
19.5
20
20.5
21
21.5
22
22.5
23
Grout
Bentonite
Gravel
Backfill
clayey SAND, fine to medium, poorlygraded, red brown with grey (NATURAL SOIL)
sandy CLAY, pale grey with red brown,some fine to medium gravel, and quartzfragments: strong cementation, fine tomedium, well graded sand (NATURAL SOIL)
clayey SAND, fine to medium, wellgraded, orange with brown red(NATURAL SOIL)clayey SAND, fine, poorly graded, palegrey mottled red brown (NATURAL SOIL)
clayey SAND, fine to coarse, wellgraded, grey (NATURAL SOIL)
Termination Depth at:19.00 m. Targetdepth achieved.
M
D
D
M
W
MD
F
MD
L
D
no odour, iron oxidestaining
no odour, no staining
no odour, iron oxidestaining
no odour, iron oxidestaining
no odour, no staining
28.5
29
29.5
30
30.5
31
31.5
32
32.5
33
33.5
34
34.5
35
35.5
36
36.5
37
37.5
38
38.5
39
39.5
40
40.5
41
BOREHOLE LOGENVIRONMENTALGROUNDWATER
MONITORING WELL BW_MW16Page 2 of 2
Depth (m
)
Drilling Method
PID (ppm
) Sample ID
Water
Well Details
Graphic Log
LITHOLOGICAL DESCRIPTIONSoil Type (Classification GroupSymbol); Particle Size; Colour;Secondary / Minor Components.
Moisture
Consistency
COMMENTS/ CONTAMINANTINDICATORS
Odours, staining, wastematerials,separate phaseliquids, imported fill, ash.
Elevation (m
)
Notes
GHD Soil Classifications The GHD Soil Classification is based on Australian Standards AS 17261993. This log is not intended for geotechnical purposes.
Drilling Abbreviations Moisture Abbreviations
Consistency Abbreviations
produced by ESlog.ESdat.net on 19 Dec 2016
-
0.5
1
1.5
2
2.5
3
3.5
4
4.5
5
5.5
6
6.5
7
7.5
8
8.5
9
HA
SD
BW_MW17_0.1_0.15 Cement
Grout
TOPSOIL/GRASSMATclayey SAND, fine to medium, wellgraded, rounded, pale brown, withrootlets (NATURAL SOIL)sandy CLAY, medium plasticity, orangebrown mottled grey, some fine gravel,and rock fragments (NATURAL SOIL)
sandy CLAY, red brown with grey, withfine to medium gravel, and rockfragments, strong cementation(NATURAL SOIL)
sandy CLAY, low to medium plasticity,red brown with grey, trace quartzfragments: weak to moderatecementation, fine, poorly graded sand(NATURAL SOIL)
sandy CLAY, red brown with grey, trace
DSM
