Embed Size (px)
Citation preview
Appendix D: Borelogs and well construction details
CLML
CH
CLG
CLS
CH
CH
Silty CLAY; medium plasticity, brown, dry.tap water added as lubricant.CLAY; high plasticity, red-brown, moist.
Gravelly CLAY; medium plasticity, pale brown, limestone gravel,moist.LIMESTONE; white.
Sandy CLAY; medium plasticity, brown, fine grained sand, withsome fine to coarse gravel, stiff.
CLAY; medium to high plasticity, brown, stiff.
LIMESTONE; white.
CLAY; high plasticity, brown, stiff.
End of investigation at 15.5mbgs.
MW101_0.0
MW101_2.0
MW101_3.0
MW101_4.0
MW101_5.0
MW101_6.0
MW101_7.0
MW101_8.0
MW101_9.0
MW101_10.0
MW101_11.0
MW101_12.0
MW101_13.0
MW101_14.0
MW101_15.0
(Color, Texture, Structure)
Sam
ple
ID%
Rec
over
y
Geologic descriptions are based on ASTM Standard D 2487-93 and the USCS.
Description
Blo
w C
ount
Wel
lC
ompl
etio
n
US
CS
Cla
ss.
Dep
th(m
.)
Rec
over
y
PID
(ppm
)
Gra
phic
Log
well installed to 15.0m due tocollapse
Water Level Initial
15.5 m.127.6 m. North
COMMENTS
50 mm.
Fill Material
Method
Static
50 mm.
-
Hydrapower scout
Top of Casing
Log By G. Harris
14 m.
Drill Co.
EastTotal Hole Depth
120 mm.3.0 m.
Casing: Dia
Hand auger / Air hammer
Type
Screen: Dia Type/Size
Sand/Bentonite/Grout
Surface Elev.
5.8 m.
Rig/Core
Driller
Class 18 uPVC/0.5 mm.Length
DL1019
3/7/17 Permit #
Length
S. Richards
Class 18 uPVC
Diameter
1 m.
128.267 m.
N. Russell
Hagstrom Drilling
Checked By License No.
Date
8394394.52 m. 215607.95 m.
RAAF Base Tindal, NT 0853
Drilling Log
RAAF Base Tindal PFAS Investigation
Location
Monitoring Well
Proj. No.
Project Department of Defence
754-MELEN199420
0990_MW101
0
2
4
6
8
10
12
14
16
Owner
Page: 1 of 1
CO
FF
EY
EN
VIR
ON
ME
NT
S
Rev
: 28
/1/1
6
754-
ME
LEN
1994
20(M
W).
GP
J I
T_C
OR
P.G
DT
7/
2/1
8
CH
SWG
CLS
CH
CLML
CLAY; medium plasticity, grey-brown, dry.
Gravelly SAND; sub-angular, brown, dry, loose.
LIMESTONE; brown-white, medium density, dry.
Sandy CLAY; low plasticity, some limestone fragments, dry,medium density.LIMESTONE; weathered, brown, moist.CLAY; medium plasticity, coarse fragments.Silty CLAY; low plasticity, brown, bands of weathered limestone,wet.
End of investigation at 20.5mbgs
MW102_0.0-0.1MW102_0.2-0.3MW102_0.4-0.5MW102_0.9-1.0
(Color, Texture, Structure)
Sam
ple
ID%
Rec
over
y
Geologic descriptions are based on ASTM Standard D 2487-93 and the USCS.
Description
Blo
w C
ount
Wel
lC
ompl
etio
n
US
CS
Cla
ss.
Dep
th(m
.)
Rec
over
y
PID
(ppm
)
Gra
phic
Log
Well installed at 20.5m.
Water Level Initial
20.5 m.132.1 m. North
COMMENTS
50 mm.
Fill Material
Method
Static
50 mm.
-
Hydrapower scout
Top of Casing
Log By G. Harris
18 m.
Drill Co.
EastTotal Hole Depth
120 mm.4.6 m.
Casing: Dia
Air hammer
Type
Screen: Dia Type/Size
Sand/Bentonite/Grout
Surface Elev.
9.0 m.
Rig/Core
Driller
Class 18 uPVC/0.5 mm.Length
DL1019
10/8/17 Permit #
Length
S. Richards
Class 18 uPVC
Diameter
2.5 m.
132.588 m.
N. Russell
Hagstrom Drilling
Checked By License No.
Date
8392088.90 m. 217171.13 m.
RAAF Base Tindal, NT 0853
Drilling Log
RAAF Base Tindal PFAS Investigation
Location
Monitoring Well
Proj. No.
Project Department of Defence
754-MELEN199420
0990_MW102
0
2
4
6
8
10
12
14
16
18
20
Owner
Page: 1 of 1
CO
FF
EY
EN
VIR
ON
ME
NT
S
Rev
: 28
/1/1
6
754-
ME
LEN
1994
20(M
W).
GP
J I
T_C
OR
P.G
DT
7/
2/1
8
CLSSCCLSCHSC
CLS
SW
CSC
CLS
Sandy CLAY; medium plasticity, fine grained sand, grey-brown,dry.Clayey SAND; fine to medium grained sand, brown, dry.Sandy CLAY; dry.CLAY; high plasticity, brown, traces of limestone gravel, mediumto coarse grained, white, sub-rounded, moist.Clayey SAND; fine grained, dry, medium density.Sandy CLAY; low plasticity, dry, medium density.
SILTSTONE; red.
SAND; fine grained.
brown, dry, medium density.Clayey SAND; low plasticity, fine grained, dark brown, dry,medium to loose density.
Sandy CLAY; low plasticity, fine to medium grained, loose.
wet.
End of investigation at 19mbgs, collapse 19m back to 17.9m.
MW103_0.0-0.1MW103_0.2-0.3MW103_0.4-0.5MW103_0.9-1.0
(Color, Texture, Structure)
Sam
ple
ID%
Rec
over
y
Geologic descriptions are based on ASTM Standard D 2487-93 and the USCS.
Description
Blo
w C
ount
Wel
lC
ompl
etio
n
US
CS
Cla
ss.
Dep
th(m
.)
Rec
over
y
PID
(ppm
)
Gra
phic
Log
Collapsed from 17.9 to 19.0m.
Water Level Initial
19.0 m.131.8 m. North
COMMENTS
50 mm.
Fill Material
Method
Static
50 mm.
-
Hydrapower scout
Top of Casing
Log By G. Harris
15 m.
Drill Co.
EastTotal Hole Depth
120 mm.4.5 m.
Casing: Dia
Hand auger/Air hammer
Type
Screen: Dia Type/Size
Sand/Bentonite/Grout
Surface Elev.
13.1 m.
Rig/Core
Driller
Class 18 uPVC/0.5 mm.Length
DL1019
17/7/17 Permit #
Length
S. Richards
Class 18 uPVC
Diameter
2.5 m.
132.441 m.
N. Russell
Hagstrom Drilling
Checked By License No.
Date
8392020.83 m. 217124.09 m.
RAAF Base Tindal, NT 0853
Drilling Log
RAAF Base Tindal PFAS Investigation
Location
Monitoring Well
Proj. No.
Project Department of Defence
754-MELEN199420
0990_MW103
0
2
4
6
8
10
12
14
16
18
20
Owner
Page: 1 of 1
CO
FF
EY
EN
VIR
ON
ME
NT
S
Rev
: 28
/1/1
6
754-
ME
LEN
1994
20(M
W).
GP
J I
T_C
OR
P.G
DT
7/
2/1
8
CLS
CH
CLML
Sandy CLAY; low to medium plasticity, dark brown, dry.CLAY; high plasticity, brown, dry, traces of medium to coarserounded river gravel.
Silty CLAY; orange, some gravels.LIMESTONE; weathered, pale yellow, with some clay, mediumplasticity, pale brown.
End of investigation at target depth 20.2mbgs.
MW104_0.0-0.1MW104_0.2-0.3MW104_0.4-0.5MW104_0.9-1.0
(Color, Texture, Structure)
Sam
ple
ID%
Rec
over
y
Geologic descriptions are based on ASTM Standard D 2487-93 and the USCS.
Description
Blo
w C
ount
Wel
lC
ompl
etio
n
US
CS
Cla
ss.
Dep
th(m
.)
Rec
over
y
PID
(ppm
)
Gra
phic
Log
Water Level Initial
20.2 m.132.3 m. North
COMMENTS
50 mm.
Fill Material
Method
Static
50 mm.
-
Comacchio
Top of Casing
Log By E. Del Borrello
17.5 m.
Drill Co.
EastTotal Hole Depth
120 mm.5.1 m.
Casing: Dia
Hand auger/Mud rotary
Type
Screen: Dia Type/Size
Sand/Bentonite/Grout
Surface Elev.
NA
Rig/Core
Driller
Class 18 uPVC/0.5 mm.Length
DL0125
10/8/17 Permit #
Length
S. Richards
Class 18 uPVC
Diameter
2.7 m.
132.988 m.
S. Barnes
Star Drilling
Checked By License No.
Date
8391955.61 m. 217089.17 m.
RAAF Base Tindal, NT 0853
Drilling Log
RAAF Base Tindal PFAS Investigation
Location
Monitoring Well
Proj. No.
Project Department of Defence
754-MELEN199420
0990_MW104
0
2
4
6
8
10
12
14
16
18
20
Owner
Page: 1 of 1
CO
FF
EY
EN
VIR
ON
ME
NT
S
Rev
: 28
/1/1
6
754-
ME
LEN
1994
20(M
W).
GP
J I
T_C
OR
P.G
DT
7/
2/1
8
CLS
CH
CLS
CLS
Sandy CLAY; low to medium plasticity, fine grained sand,grey-brown, dry.CLAY; high plasticity, brown, with some fine to coarse grained,round river gravel.Sandy CLAY; low plasticity, fine grained, red, dry.
becoming pale, some fragments of limestone.
LIMESTONE; pale yellow, with some clay, medium plasticity, palebrown.
Sandy CLAY; brown, moist.
becoming pale grey, dry.
Sandy CLAY; low plasticity, ground, grey-brown, dry, mediumdensity.
becoming brown.
moist.
becoming darker.
wet.
End of investigation at 15.2mbgs.
MW105_0.0-0.1MW105_0.2-0.6MW105_0.4-0.5MW105_0.9-1.0
(Color, Texture, Structure)
Sam
ple
ID%
Rec
over
y
Geologic descriptions are based on ASTM Standard D 2487-93 and the USCS.
Description
Blo
w C
ount
Wel
lC
ompl
etio
n
US
CS
Cla
ss.
Dep
th(m
.)
Rec
over
y
PID
(ppm
)
Gra
phic
Log
Collapse from 20.5m - limestonecavities.
Water Level Initial
20.5 m.132.6 m. North
COMMENTS
50 mm.
Fill Material
Method
Static
50 mm.
-
Hydrapower scout
Top of Casing
Log By R. Auld
12.5 m.
Drill Co.
EastTotal Hole Depth
120 mm.5.3 m.
Casing: Dia
Hand auger/Air hammer
Type
Screen: Dia Type/Size
Sand/Bentonite/Grout
Surface Elev.
13.0 m.
Rig/Core
Driller
Class 18 uPVC/0.5 mm.Length
DL1019
19/7/17 Permit #
Length
S. Richards
Class 18 uPVC
Diameter
2.7 m.
133.215 m.
N. Russell
Hagstrom Drilling
Checked By License No.
Date
8391889.38 m. 217050.01 m.
RAAF Base Tindal, NT 0853
Drilling Log
RAAF Base Tindal PFAS Investigation
Location
Monitoring Well
Proj. No.
Project Department of Defence
754-MELEN199420
0990_MW105
0
2
4
6
8
10
12
14
16
Owner
Page: 1 of 1
CO
FF
EY
EN
VIR
ON
ME
NT
S
Rev
: 28
/1/1
6
754-
ME
LEN
1994
20(M
W).
GP
J I
T_C
OR
P.G
DT
7/
2/1
8
CLS
CH
CLG
Sandy CLAY; low to medium plasticity, fine grained sand,grey-brown, dry.CLAY; high plasticity, brown, dry.with some fine to medium rounded river gravel, moist.
Gravelly CLAY; red-brown, medium plasticity, with sub-angulargrains.
LIMESTONE; red-brown, fine to coarse grained, with some clay,wet, medium density.
End of investigation at 18.0mbgs.
MW106_0.0-0.1MW106_0.2-0.3MW106_0.4-0.5MW106_0.9-1.0
(Color, Texture, Structure)
Sam
ple
ID%
Rec
over
y
Geologic descriptions are based on ASTM Standard D 2487-93 and the USCS.
Description
Blo
w C
ount
Wel
lC
ompl
etio
n
US
CS
Cla
ss.
Dep
th(m
.)
Rec
over
y
PID
(ppm
)
Gra
phic
Log
Water Level Initial
18.0 m.130.2 m. North
COMMENTS
50 mm.
Fill Material
Method
Static
50 mm.
-
Hydrapower scout
Top of Casing
Log By G. Harris
15.5 m.
Drill Co.
EastTotal Hole Depth
120 mm.NA
Casing: Dia
Hand auger/Air hammer
Type
Screen: Dia Type/Size
Sand/Bentonite/Grout
Surface Elev.
NA
Rig/Core
Driller
Class 18 uPVC/0.5 mm.Length
DL1019
19/7/17 Permit #
Length
S. Richards
Class 18 uPVC
Diameter
2.5 m.
130.722 m.
N. Russell
Hagstrom Drilling
Checked By License No.
Date
8392313.65 m. 215499.91 m.
RAAF Base Tindal, NT 0853
Drilling Log
RAAF Base Tindal PFAS Investigation
Location
Monitoring Well
Proj. No.
Project Department of Defence
754-MELEN199420
0990_MW106
0
2
4
6
8
10
12
14
16
18
Owner
Page: 1 of 1
CO
FF
EY
EN
VIR
ON
ME
NT
S
Rev
: 28
/1/1
6
754-
ME
LEN
1994
20(M
W).
GP
J I
T_C
OR
P.G
DT
7/
2/1
8
CLS
CH
CLG
Sandy CLAY; low to medium plasticity, grey-brown,fine grainedsand, dry.CLAY; high plasticity, brown, with some gravels, fine to coarsegrained.
LIMESTONE; fine to coarse grained, yellow, with some clay.
Gravelly CLAY; medium to high plasticity, brown to orange, withlimestone gravels.
End of investigation at 22.5mbgs.
MW107_0.0-0.1MW107_0.2-0.3MW107_0.4-0.5MW107_0.9-1.0
(Color, Texture, Structure)
Sam
ple
ID%
Rec
over
y
Geologic descriptions are based on ASTM Standard D 2487-93 and the USCS.
Description
Blo
w C
ount
Wel
lC
ompl
etio
n
US
CS
Cla
ss.
Dep
th(m
.)
Rec
over
y
PID
(ppm
)
Gra
phic
Log
well installed to 15.0m due tocollapse
Water Level Initial
22.5 m.130.7 m. North
COMMENTS
50 mm.
Fill Material
Method
Static
50 mm.
-
Hydrapower scout
Top of Casing
Log By G. Harris
14 m.
Drill Co.
EastTotal Hole Depth
120 mm.NA
Casing: Dia
Hand auger/Air hammer
Type
Screen: Dia Type/Size
Sand/Bentonite/Grout
Surface Elev.
NA
Rig/Core
Driller
Class 18 uPVC/0.5 mm.Length
DL1019
19/7/17 Permit #
Length
S. Richards
Class 18 uPVC
Diameter
1 m.
131.312 m.
N. Russell
Hagstrom Drilling
Checked By License No.
Date
8392683.98 m. 215555.06 m.
RAAF Base Tindal, NT 0853
Drilling Log
RAAF Base Tindal PFAS Investigation
Location
Monitoring Well
Proj. No.
Project Department of Defence
754-MELEN199420
0990_MW107
0
2
4
6
8
10
12
14
16
18
20
22
Owner
Page: 1 of 1
CO
FF
EY
EN
VIR
ON
ME
NT
S
Rev
: 28
/1/1
6
754-
ME
LEN
1994
20(M
W).
GP
J I
T_C
OR
P.G
DT
7/
2/1
8
CLS
CH
CLML
Sandy CLAY; medium plasticity, fine grained sand, grey, brown,dry.CLAY; medium to high plasticity, dark brown, with some finegrained sand, dry.high plasticity, red-brown, traces of fine to medium grained, roundgravel.
Silty CLAY; high plasticity, brown, some gravels.
LIMESTONE; fine to coarse grained, brown to orange, with someclay.
End of investigation at 14mbgs.
MW108_0.0-0.1MW108_0.2-0.3MW108_0.4-0.5MW108_0.9-1.0
(Color, Texture, Structure)
Sam
ple
ID%
Rec
over
y
Geologic descriptions are based on ASTM Standard D 2487-93 and the USCS.
Description
Blo
w C
ount
Wel
lC
ompl
etio
n
US
CS
Cla
ss.
Dep
th(m
.)
Rec
over
y
PID
(ppm
)
Gra
phic
Log
well installed to 12.2m due tocollapse
Water Level Initial
14.0 m.129.4 m. North
COMMENTS
50 mm.
Fill Material
Method
Static
50 mm.
-
Hydrapower scout
Top of Casing
Log By G. Harris
11.2 m.
Drill Co.
EastTotal Hole Depth
120 mm.NA
Casing: Dia
Hand auger/Air hammer
Type
Screen: Dia Type/Size
Sand/Bentonite/Grout
Surface Elev.
NA
Rig/Core
Driller
Class 18 uPVC/0.5 mm.Length
DL1019
19/7/17 Permit #
Length
S. Richards
Class 18 uPVC
Diameter
1 m.
130.095 m.
N. Russell
Hagstrom Drilling
Checked By License No.
Date
8393102.04 m. 215508.21 m.
RAAF Base Tindal, NT 0853
Drilling Log
RAAF Base Tindal PFAS Investigation
Location
Monitoring Well
Proj. No.
Project Department of Defence
754-MELEN199420
0990_MW108
0
2
4
6
8
10
12
14
Owner
Page: 1 of 1
CO
FF
EY
EN
VIR
ON
ME
NT
S
Rev
: 28
/1/1
6
754-
ME
LEN
1994
20(M
W).
GP
J I
T_C
OR
P.G
DT
7/
2/1
8
CLML
CLS
CH
CH
Silty CLAY; medium plasticity, grey-brown, with some fine tomedium grained sand, dry.high plasticity, grey-brown, traces of fine grained, rounded gravel,dry.
Sandy CLAY; low plasticity, yellow-brown, fine to medium grainedsand, with gravel, some limestone fragments.CLAY; medium plasticity, brown-green, dry, stiff.with fragments of weathered limestone.
LIMESTONE; yellow-white, dry.
wet.
with some clay, medium plasticity, brown, wet.
CLAY; medium plasticity, brown, wet, soft.LIMESTONE; yellow, with some some clay, medium plasticity,brown.
End of investigation at target depth 14.0mbgs.
MW109_0.0-0.1MW109_0.2-0.3MW109_0.4-0.5MW109_0.9-1.0
(Color, Texture, Structure)
Sam
ple
ID%
Rec
over
y
Geologic descriptions are based on ASTM Standard D 2487-93 and the USCS.
Description
Blo
w C
ount
Wel
lC
ompl
etio
n
US
CS
Cla
ss.
Dep
th(m
.)
Rec
over
y
PID
(ppm
)
Gra
phic
Log
well installed to 13.5m due tocollapse
Water Level Initial
14.0 m.128.3 m. North
COMMENTS
50 mm.
Fill Material
Method
Static
50 mm.
-
Hydrapower scout
Top of Casing
Log By G. Harris
12 m.
Drill Co.
EastTotal Hole Depth
120 mm.NA
Casing: Dia
Hand auger/Air hammer
Type
Screen: Dia Type/Size
Sand/Bentonite/Grout
Surface Elev.
4.2 m.
Rig/Core
Driller
Class 18 uPVC/0.5 mm.Length
DL1019
19/7/17 Permit #
Length
S. Richards
Class 18 uPVC
Diameter
1.5 m.
129.276 m.
M. Journeaux & N. Russell
Hagstorm Drilling
Checked By License No.
Date
8393437.08 m. 215468.00 m.
RAAF Base Tindal, NT 0853
Drilling Log
RAAF Base Tindal PFAS Investigation
Location
Monitoring Well
Proj. No.
Project Department of Defence
754-MELEN199420
0990_MW109
0
2
4
6
8
10
12
14
Owner
Page: 1 of 1
CO
FF
EY
EN
VIR
ON
ME
NT
S
Rev
: 28
/1/1
6
754-
ME
LEN
1994
20(M
W).
GP
J I
T_C
OR
P.G
DT
7/
2/1
8
CLML
Silty CLAY; high plasticity, brown, trace of medium grained sand,moist, very stiff.
red-brown, occasional limstone gravel.
LIMESTONE; hard.
hard band, wet.
occasional cobble, band.
hard limestone band.
clay and residual weathered rock.
residual weathered rock/clay, some cobbles/gravel.
End of investigation at target depth 20.8mbgs.
(Color, Texture, Structure)
Sam
ple
ID%
Rec
over
y
Geologic descriptions are based on ASTM Standard D 2487-93 and the USCS.
Description
Blo
w C
ount
Wel
lC
ompl
etio
n
US
CS
Cla
ss.
Dep
th(m
.)
Rec
over
y
PID
(ppm
)
Gra
phic
Log
well installed to 20.2m due tocollapse
Water Level Initial
20.8 m.128.6 m. North
COMMENTS
50 mm.
Fill Material
Method
Static
50 mm.
-
Comacchio
Top of Casing
Log By S. Richards
4.5 m.
Drill Co.
EastTotal Hole Depth
120 mm.4.6 m.
Casing: Dia
Hand auger/Solid auger/Mud rotary
Type
Screen: Dia Type/Size
Sand/Bentonite/Grout
Surface Elev.
NA
Rig/Core
Driller
Class 18 uPVC/0.5 mm.Length
DL0125
20/8/17 Permit #
Length
S. Richards
Class 18 uPVC
Diameter
15.7 m.
129.310 m.
S. Barnes
Star Drilling
Checked By License No.
Date
8393437.00 m. 215468.00 m.
RAAF Base Tindal, NT 0853
Drilling Log
RAAF Base Tindal PFAS Investigation
Location
Monitoring Well
Proj. No.
Project Department of Defence
754-MELEN199420
0990_MW109D
0
2
4
6
8
10
12
14
16
18
20
22
Owner
Page: 1 of 1
CO
FF
EY
EN
VIR
ON
ME
NT
S
Rev
: 28
/1/1
6
754-
ME
LEN
1994
20(M
W).
GP
J I
T_C
OR
P.G
DT
7/
2/1
8
CH
CLs
CLAY; high plasticity, brown, traces of fine to medium grainedrounded gravels, dry.
medium plasticity, brown, dry, firm.
Sandy CLAY; low to medium plasticity, brown, with gravel-sizedfragments of limestone.
orange-brown.
LIMESTONE; yellow, dry.
some clay, medium plasticity, brown, wet.
End of investigation at 14.0mbgs.
MW110_7.0
(Color, Texture, Structure)
Sam
ple
ID%
Rec
over
y
Geologic descriptions are based on ASTM Standard D 2487-93 and the USCS.
Description
Blo
w C
ount
Wel
lC
ompl
etio
n
US
CS
Cla
ss.
Dep
th(m
.)
Rec
over
y
PID
(ppm
)
Gra
phic
Log
well installed to 13.15m due tocollapse
Water Level Initial
14.0 m.127.0 m. North
COMMENTS
50 mm.
Fill Material
Method
Static
50 mm.
-
Hydrapower scout
Top of Casing
Log By G. Harris
12 m.
Drill Co.
EastTotal Hole Depth
120 mm.NA
Casing: Dia
Hand auger/Air hammer
Type
Screen: Dia Type/Size
Sand/Bentonite/Grout
Surface Elev.
3.4 m.
Rig/Core
Driller
Class 18 uPVC/0.5 mm.Length
DL1019
25/8/17 Permit #
Length
S. Richards
Class 18 uPVC
Diameter
1.15 m.
127.670 m.
M. Journeaux & N. Russell
Hagstrom Drilling
Checked By License No.
Date
8393872.82 m. 215363.78 m.
RAAF Base Tindal, NT 0853
Drilling Log
RAAF Base Tindal PFAS Investigation
Location
Monitoring Well
Proj. No.
Project Department of Defence
754-MELEN199420
0990_MW110
0
2
4
6
8
10
12
14
16
Owner
Page: 1 of 1
CO
FF
EY
EN
VIR
ON
ME
NT
S
Rev
: 28
/1/1
6
754-
ME
LEN
1994
20(M
W).
GP
J I
T_C
OR
P.G
DT
7/
2/1
8
CLML
CH
CLS
Silty CLAY; high plasticity, grey-brown, traces of fine grainedsub-angular gravels, dry.
CLAY; medium plasticity, brown with trace of fine grained sand,dry, firm.
Sandy CLAY; low plasticity, fine grained sand, brown, with somegravel-sized fragments of limestone.
brown.
LIMESTONE; with some clay, yellow-brown, medium plasticity,dry.void.
End of investigation at target depth 17.0mbgs.
MW111_0.0-0.1MW111_0.2-0.3MW111_0.4-0.5MW111_0.9-1.0
(Color, Texture, Structure)
Sam
ple
ID%
Rec
over
y
Geologic descriptions are based on ASTM Standard D 2487-93 and the USCS.
Description
Blo
w C
ount
Wel
lC
ompl
etio
n
US
CS
Cla
ss.
Dep
th(m
.)
Rec
over
y
PID
(ppm
)
Gra
phic
Log
well installed to 15m due tocollapse
Water Level Initial
17.0 m.127.8 m. North
COMMENTS
50 mm.
Fill Material
Method
Static
50 mm.
-
Hydrapower scout
Top of Casing
Log By I. Newby
13 m.
Drill Co.
EastTotal Hole Depth
120 mm.NA
Casing: Dia
Hand auger/Air hammer
Type
Screen: Dia Type/Size
Sand/Bentonite/Grout
Surface Elev.
4.7 m.
Rig/Core
Driller
Class 18 uPVC/0.5 mm.Length
DL1019
25/7/17 Permit #
Length
S. Richards
Class 18 uPVC
Diameter
2 m.
128.478 m.
M. Journeaux & N. Russell
Hagstrom Drilling
Checked By License No.
Date
8394178.72 m. 215393.50 m.
RAAF Base Tindal, NT 0853
Drilling Log
RAAF Base Tindal PFAS Investigation
Location
Monitoring Well
Proj. No.
Project Department of Defence
754-MELEN199420
0990_MW111
0
2
4
6
8
10
12
14
16
18
Owner
Page: 1 of 1
CO
FF
EY
EN
VIR
ON
ME
NT
S
Rev
: 28
/1/1
6
754-
ME
LEN
1994
20(M
W).
GP
J I
T_C
OR
P.G
DT
7/
2/1
8
CLML
CLS
Silty CLAY; medium to high plasticity, brown, traces of medium tocoarse grained, white, sub-angular gravels and cobbles, dry, withtree roots.LIMESTONE; white, dry.some clay, low to medium plasticity, yellow, dry.Sandy CLAY; low to medium plasticity, pale brown, withgravel-sized fragments of limestone, dry, stiff.
LIMESTONE; yellow, with some clay, low plasticity.
wet.
End of investigation at target depth 14.0mbgs.
MW112_0.0-0.1MW112_0.2-0.3MW112_0.4-0.5
(Color, Texture, Structure)
Sam
ple
ID%
Rec
over
y
Geologic descriptions are based on ASTM Standard D 2487-93 and the USCS.
Description
Blo
w C
ount
Wel
lC
ompl
etio
n
US
CS
Cla
ss.
Dep
th(m
.)
Rec
over
y
PID
(ppm
)
Gra
phic
Log
well installed to 13.7m due tocollapse
Water Level Initial
14.0 m.127.2 m. North
COMMENTS
50 mm.
Fill Material
Method
Static
50 mm.
-
Hydrapower scout
Top of Casing
Log By I. Newby
12 m.
Drill Co.
EastTotal Hole Depth
120 mm.NA
Casing: Dia
Hand auger/Air hammer
Type
Screen: Dia Type/Size
Sand/Bentonite/Grout
Surface Elev.
3.2 m.
Rig/Core
Driller
Class 18 uPVC/0.5 mm.Length
DL1019
25/7/17 Permit #
Length
S. Richards
Class 18 uPVC
Diameter
1.7 m.
127.812 m.
M. Journeaux & N. Russell
Hagstrom Drilling
Checked By License No.
Date
8394652.49 m. 215749.90 m.
RAAF Base Tindal, NT 0853
Drilling Log
RAAF Base Tindal PFAS Investigation
Location
Monitoring Well
Proj. No.
Project Department of Defence
754-MELEN199420
0990_MW112
0
2
4
6
8
10
12
14
Owner
Page: 1 of 1
CO
FF
EY
EN
VIR
ON
ME
NT
S
Rev
: 28
/1/1
6
754-
ME
LEN
1994
20(M
W).
GP
J I
T_C
OR
P.G
DT
7/
2/1
8
CLML
CLS
FillSilty CLAY; high plasticity, brown, dry.LIMESTONE; white, dry.Sandy CLAY; low plasticity, light brown, with gravel-sizedfragments of limestone.
LIMESTONE; low plasticity, yellow-brown, with some clay, brown,wet.
void at 11.8 to 12.5m.
End of investigation at 15mbgs.
MW113_0.0-0.1MW113_0.2-0.3MW113_0.4-0.5
(Color, Texture, Structure)
Sam
ple
ID%
Rec
over
y
Geologic descriptions are based on ASTM Standard D 2487-93 and the USCS.
Description
Blo
w C
ount
Wel
lC
ompl
etio
n
US
CS
Cla
ss.
Dep
th(m
.)
Rec
over
y
PID
(ppm
)
Gra
phic
Log
well installed to 14.6m due tocollapse
Water Level Initial
15.0 m.127.4 m. North
COMMENTS
50 mm.
Fill Material
Method
Static
50 mm.
-
Hydrapower scout
Top of Casing
Log By I. Newby
13 m.
Drill Co.
EastTotal Hole Depth
125 mm.NA
Casing: Dia
Hand auger/Air hammer
Type
Screen: Dia Type/Size
Sand/Bentonite/Grout
Surface Elev.
NA
Rig/Core
Driller
Class 18 uPVC/0.5 mm.Length
DL1019
20/7/17 Permit #
Length
S. Richards
Class 18 uPVC
Diameter
1.6 m.
128.061 m.
M. Journeaux & N. Russell
Hagstrom Drilling
Checked By License No.
Date
8394912.15 m. 215889.46 m.
RAAF Base Tindal, NT 0853
Drilling Log
RAAF Base Tindal PFAS Investigation
Location
Monitoring Well
Proj. No.
Project Department of Defence
754-MELEN199420
0990_MW113
0
2
4
6
8
10
12
14
16
Owner
Page: 1 of 1
CO
FF
EY
EN
VIR
ON
ME
NT
S
Rev
: 28
/1/1
6
754-
ME
LEN
1994
20(M
W).
GP
J I
T_C
OR
P.G
DT
7/
2/1
8
CH
CLG
CLAY; medium plasticity, some sub rounded gravel.
some orange mottling.
white, with orange mottling.
red-white mottling.
medium density.
LIMESTONE; grey, with red clay, medium density.
voids.
coarse grained, with some clay, dry.
coarse grained, brown, with sandy voids, dry.
with sandy voids, medium density.
Gravelly CLAY; well installed to 21.5m.
End of investigation at 22.5mbgs.
(Color, Texture, Structure)
Sam
ple
ID%
Rec
over
y
Geologic descriptions are based on ASTM Standard D 2487-93 and the USCS.
Description
Blo
w C
ount
Wel
lC
ompl
etio
n
US
CS
Cla
ss.
Dep
th(m
.)
Rec
over
y
PID
(ppm
)
Gra
phic
Log
well installed to 21.5m due tocollapse
Water Level Initial
22.5 m.139.5 m. North
COMMENTS
50 mm.
Fill Material
Method
Static
50 mm.
-
Hydrapower scout
Top of Casing
Log By R. Auld
20 m.
Drill Co.
EastTotal Hole Depth
120 mm.8.2 m.
Casing: Dia
Hand auger/Diamond core
Type
Screen: Dia Type/Size
Sand/Bentonite/Grout
Surface Elev.
NA
Rig/Core
Driller
Class 18 uPVC/0.5 mm.Length
DL1019
18/8/17 Permit #
Length
S. Richards
Class 18 uPVC
Diameter
1.5 m.
140.070 m.
M. Journeaux & N. Russell
Hagstrom Drilling
Checked By License No.
Date
8392854.06 m. 219448.25 m.
RAAF Base Tindal, NT 0853
Drilling Log
RAAF Base Tindal PFAS Investigation
Location
Monitoring Well
Proj. No.
Project Department of Defence
754-MELEN199420
0990_MW114
0
2
4
6
8
10
12
14
16
18
20
22
Owner
Page: 1 of 1
CO
FF
EY
EN
VIR
ON
ME
NT
S
Rev
: 28
/1/1
6
754-
ME
LEN
1994
20(M
W).
GP
J I
T_C
OR
P.G
DT
7/
2/1
8
CLML
CH
CLS
GW
CLSGWCLS
CLSGW
CLS
GW
CLS
Silty CLAY; medium plasticity, red, firm.
CLAY; red, with yellow/orange mottles.
becoming orange.
LIMESTONE; with orange clay.
wet.
Sandy CLAY; medium plasticity, grey with orange mottles, somegravels, fine grained sand, stiff.
becomes orange.
LIMESTONE; weathered, with interbedded bands of SandyCLAY, medium plasticity, orange-brown, fine to medium grainedsand.GRAVEL; medium grained, dark green/red, angular.Sandy CLAY; low plasticity, orange-brown-grey, fine grainedsand, dry, stiff.GRAVEL; medium grained, dark green/red, angular, loose.Sandy CLAY; medium plasticity, grey,-orange-brown, fine grainedsand, firm.LIMESTONESandy CLAY; low plasticity, orange, brown, fine grained sand.GRAVEL; medium grained, dark green/red, sub-rounded.Sandy CLAY; low to medium plasticity, fine to medium grainedsand.GRAVEL; medium grained, dark green/red, angular.Sandy CLAY; low to medium plasticity, fine to medium grained,firm, with some gravels.sand component increase in size to medium to coarse grained.hole caved to 15.8mbgs.
(Color, Texture, Structure)
Sam
ple
ID%
Rec
over
y
Geologic descriptions are based on ASTM Standard D 2487-93 and the USCS.
Description
Blo
w C
ount
Wel
lC
ompl
etio
n
US
CS
Cla
ss.
Dep
th(m
.)
Rec
over
y
PID
(ppm
)
Gra
phic
Log
Water Level Initial
16.4 m.- North
COMMENTS
50 mm.
Fill Material
Method
Static
50 mm.
-
Hydrapower scout
Top of Casing
Log By R. Auld/E. Del Borrello
13 m.
Drill Co.
EastTotal Hole Depth
120 mm.7.6 m.
Casing: Dia
Hand auger/Air hammer
Type
Screen: Dia Type/Size
Sand/Bentonite/Grout
Surface Elev.
7.2 m.
Rig/Core
Driller
Class 18 uPVC/0.5 mm.Length
DL1019
18/8/17 Permit #
Length
S. Richards
Class 18 uPVC
Diameter
2.8 m.
NA
M. Journeaux & N. Russell
Hagstrom Drilling
Checked By License No.
Date
8392795.20 m. 219407.64 m.
RAAF Base Tindal, NT 0853
Drilling Log
Continued Next Page
RAAF Base Tindal PFAS Investigation
Location
Monitoring Well
Proj. No.
Project Department of Defence
754-MELEN199420
0990_MW115
0
2
4
6
8
10
12
14
16
Owner
Page: 1 of 2
CO
FF
EY
EN
VIR
ON
ME
NT
S
Rev
: 28
/1/1
6
754-
ME
LEN
1994
20(M
W).
GP
J I
T_C
OR
P.G
DT
7/
2/1
8
End of investigation at target depth 16.4mbgs.
(Color, Texture, Structure)
Sam
ple
ID%
Rec
over
y
Geologic descriptions are based on ASTM Standard D 2487-93 and the USCS.
Description
Continued
Blo
w C
ount
Wel
lC
ompl
etio
n
US
CS
Cla
ss.
Dep
th(m
.)
Rec
over
y
PID
(ppm
)
Gra
phic
Log
RAAF Base Tindal, NT 0853
Drilling Log
RAAF Base Tindal PFAS Investigation
Location
Monitoring Well
Proj. No.
Project Department of Defence
754-MELEN199420
0990_MW115
18
20
22
24
26
28
30
32
34
36
38
Owner
Page: 2 of 2
CO
FF
EY
EN
VIR
ON
ME
NT
S
Rev
: 28
/1/1
6
754-
ME
LEN
1994
20(M
W).
GP
J I
T_C
OR
P.G
DT
7/
2/1
8
CLML
CH
CLG
Silty CLAY; medium plasticity, brown, some gravel present.
LIMESTONE; fine to coarse grained, pale grey, with some clay,medium plasticity.
CLAY; medium to high plasticity, wet.
Gravelly CLAY; medium plasticity, brown, with fragments oflimestone, wet.
End of investigation at 20.5mbgs.
(Color, Texture, Structure)
Sam
ple
ID%
Rec
over
y
Geologic descriptions are based on ASTM Standard D 2487-93 and the USCS.
Description
Blo
w C
ount
Wel
lC
ompl
etio
n
US
CS
Cla
ss.
Dep
th(m
.)
Rec
over
y
PID
(ppm
)
Gra
phic
Log
well installed to 20.0m due tocollapse
Water Level Initial
20.5 m.- North
COMMENTS
50 mm.
Fill Material
Method
Static
50 mm.
-
Hydrapower scout
Top of Casing
Log By G. Harris
17.5 m.
Drill Co.
EastTotal Hole Depth
120 mm.5.6 m.
Casing: Dia
Hand auger/Air hammer
Type
Screen: Dia Type/Size
Sand/Bentonite/Grout
Surface Elev.
NA
Rig/Core
Driller
Class 18 uPVC/0.5 mm.Length
DL1019
14/8/17 Permit #
Length
S. Richards
Class 18 uPVC
Diameter
2.5 m.
NA
N. Rusell
Hagstrom Drilling
Checked By License No.
Date
8391910.80 m. 217307.41 m.
RAAF Base Tindal, NT 0853
Drilling Log
RAAF Base Tindal PFAS Investigation
Location
Monitoring Well
Proj. No.
Project Department of Defence
754-MELEN199420
0990_MW116
0
2
4
6
8
10
12
14
16
18
20
Owner
Page: 1 of 1
CO
FF
EY
EN
VIR
ON
ME
NT
S
Rev
: 28
/1/1
6
754-
ME
LEN
1994
20(M
W).
GP
J I
T_C
OR
P.G
DT
7/
2/1
8
SPSM
CLS
CH
CLML
SAND; medium to coarse garined, brown, dry, loose.Silty SAND; fine to medium grained, red/brown, dry, loose tomedium density.Silty CLAY; medium plasticity, brown, firm, dry.CLAY; medium plasticity, brown, firm, dry.
Silty CLAY; low plasticity, red, dry.
LIMESTONE; white, dry.
some red possible laterite fragments, dry.
yellow.
yellow-white.
white, becoming moist.
weathered, brown-yellow, wet.
End of investigation at target depth 19.5mbgs.
(Color, Texture, Structure)
Sam
ple
ID%
Rec
over
y
Geologic descriptions are based on ASTM Standard D 2487-93 and the USCS.
Description
Blo
w C
ount
Wel
lC
ompl
etio
n
US
CS
Cla
ss.
Dep
th(m
.)
Rec
over
y
PID
(ppm
)
Gra
phic
Log
well installed to 14.5m due tocollapse
Water Level Initial
19.5 m.120.1 m. North
COMMENTS
50 mm.
Fill Material
Method
Static
50 mm.
-
Hydrapower scout
Top of Casing
Log By R. Auld
14 m.
Drill Co.
EastTotal Hole Depth
120 mm.9.1 m.
Casing: Dia
Hand auger/Air hammer
Type
Screen: Dia Type/Size
Sand/Bentonite/Grout
Surface Elev.
13.0 m.
Rig/Core
Driller
Class 18 uPVC/0.5 mm.Length
DL1019
1/8/17 Permit #
Length
S. Richards
Class 18 uPVC
Diameter
0.5 m.
120.533 m.
A. McNamara & N. Russell
Hagstrom Drilling
Checked By License No.
Date
8395637.30 m. 213334.41 m.
RAAF Base Tindal, NT 0853
Drilling Log
RAAF Base Tindal PFAS Investigation
Location
Monitoring Well
Proj. No.
Project Department of Defence
754-MELEN199420
0990_MW117
0
2
4
6
8
10
12
14
16
18
20
Owner
Page: 1 of 1
CO
FF
EY
EN
VIR
ON
ME
NT
S
Rev
: 28
/1/1
6
754-
ME
LEN
1994
20(M
W).
GP
J I
T_C
OR
P.G
DT
7/
2/1
8
SP
CH
CLML
SAND; medium to coarse grained, brown, wet, loose.
CLAY; low plasticity, brown-red, dry.medium density, red-brown, dry.
LIMESTONE; hard, grey, dry.
becoming yellow.
becoming brown.
white, with hard rock fragments.
Silty CLAY; medium density, brown, with some gravel, dry.
LIMESTONE; pale brown.
wet.
End of investigation at target depth 20mbgs.
(Color, Texture, Structure)
Sam
ple
ID%
Rec
over
y
Geologic descriptions are based on ASTM Standard D 2487-93 and the USCS.
Description
Blo
w C
ount
Wel
lC
ompl
etio
n
US
CS
Cla
ss.
Dep
th(m
.)
Rec
over
y
PID
(ppm
)
Gra
phic
Log
Water Level Initial
20.0 m.125.6 m. North
COMMENTS
50 mm.
Fill Material
Method
Static
50 mm.
-
Hydrapower scout
Top of Casing
Log By R. Auld
16 m.
Drill Co.
EastTotal Hole Depth
120 mm.NA
Casing: Dia
Hand auger/Air hammer
Type
Screen: Dia Type/Size
Sand/Bentonite/Grout
Surface Elev.
16.0 m.
Rig/Core
Driller
Class 18 uPVC/0.5 mm.Length
DL1019
2/8/17 Permit #
Length
S. Richards
Class 18 uPVC
Diameter
4 m.
126.175 m.
M. Journeaux & N. Russell
Hagstrom Drilling
Checked By License No.
Date
8395018.93 m. 213299.33 m.
RAAF Base Tindal, NT 0853
Drilling Log
RAAF Base Tindal PFAS Investigation
Location
Monitoring Well
Proj. No.
Project Department of Defence
754-MELEN199420
0990_MW118
0
2
4
6
8
10
12
14
16
18
20
Owner
Page: 1 of 1
CO
FF
EY
EN
VIR
ON
ME
NT
S
Rev
: 28
/1/1
6
754-
ME
LEN
1994
20(M
W).
GP
J I
T_C
OR
P.G
DT
7/
2/1
8
SM
CLG
Silty SAND; fine grained, red, some fragments, medium density,dry.
LIMESTONE; white-grey.
Gravelly CLAY; medium plasticity, white-red, with gravel-sizedfragments of limestone, firm, dry.LIMESTONE; ground, grey, hard, with fine white dust and gravel,dry, dense, hard.
weathered, white with some clay, medium plasticity, brown, dry.
moist.
wet.
End of investigation at target depth 20.5mbgs.
(Color, Texture, Structure)
Sam
ple
ID%
Rec
over
y
Geologic descriptions are based on ASTM Standard D 2487-93 and the USCS.
Description
Blo
w C
ount
Wel
lC
ompl
etio
n
US
CS
Cla
ss.
Dep
th(m
.)
Rec
over
y
PID
(ppm
)
Gra
phic
Log
well installed to 19.5m due tocollapse
Water Level Initial
20.5 m.126.0 m. North
COMMENTS
50 mm.
Fill Material
Method
Static
50 mm.
-
Hydrapower scout
Top of Casing
Log By R. Auld
19 m.
Drill Co.
EastTotal Hole Depth
120 mm.12.0 m.
Casing: Dia
Hand auger/Air hammer
Type
Screen: Dia Type/Size
Sand/Bentonite/Grout
Surface Elev.
NA
Rig/Core
Driller
Class 18 uPVC/0.5 mm.Length
DL1019
3/8/17 Permit #
Length
S. Richards
Class 18 uPVC
Diameter
0.5 m.
126.514 m.
M. Journeaux & N. Russell
Hagstrom Drilling
Checked By License No.
Date
8393935.79 m. 213105.39 m.
RAAF Base Tindal, NT 0853
Drilling Log
RAAF Base Tindal PFAS Investigation
Location
Monitoring Well
Proj. No.
Project Department of Defence
754-MELEN199420
0990_MW119
0
2
4
6
8
10
12
14
16
18
20
Owner
Page: 1 of 1
CO
FF
EY
EN
VIR
ON
ME
NT
S
Rev
: 28
/1/1
6
754-
ME
LEN
1994
20(M
W).
GP
J I
T_C
OR
P.G
DT
7/
2/1
8
CLML
CLS
Silty CLAY; medium plasticity, brown, with some gravel, dry.
LIMESTONE; white, dry.
yellow-white.
white.
Gravelly Sandy CLAY; low to medium plasticity, pale brown, wet.
End of investigation at 20.0mbgs.
(Color, Texture, Structure)
Sam
ple
ID%
Rec
over
y
Geologic descriptions are based on ASTM Standard D 2487-93 and the USCS.
Description
Blo
w C
ount
Wel
lC
ompl
etio
n
US
CS
Cla
ss.
Dep
th(m
.)
Rec
over
y
PID
(ppm
)
Gra
phic
Log
Water Level Initial
20.0 m.132.8 m. North
COMMENTS
50 mm.
Fill Material
Method
Static
50 mm.
-
Hydrapower scout
Top of Casing
Log By G. Harris
18 m.
Drill Co.
EastTotal Hole Depth
120 mm.5.4 m.
Casing: Dia
Hand auger/Air hammer
Type
Screen: Dia Type/Size
Sand/Bentonite/Grout
Surface Elev.
NA
Rig/Core
Driller
Class 18 uPVC/0.5 mm.Length
DL1019
14/8/17 Permit #
Length
S. Richards
Class 18 uPVC
Diameter
2.5 m.
133.418 m.
N. Russell
Hagstrom Drilling
Checked By License No.
Date
8391936.80 m. 217195.03 m.
RAAF Base Tindal, NT 0853
Drilling Log
RAAF Base Tindal PFAS Investigation
Location
Monitoring Well
Proj. No.
Project Department of Defence
754-MELEN199420
0990_MW120
0
2
4
6
8
10
12
14
16
18
20
Owner
Page: 1 of 1
CO
FF
EY
EN
VIR
ON
ME
NT
S
Rev
: 28
/1/1
6
754-
ME
LEN
1994
20(M
W).
GP
J I
T_C
OR
P.G
DT
7/
2/1
8
Clayey SAND; corase grained, red, dry, medium density.some angular gravel.
LIMESTONE; white.
moist.
wet.collapse from 13 - 18m.
white, coarse grained silty sand, medium density.
End of investigation at 20.0mbgs.
(Color, Texture, Structure)
Sam
ple
ID%
Rec
over
y
Geologic descriptions are based on ASTM Standard D 2487-93 and the USCS.
Description
Blo
w C
ount
Wel
lC
ompl
etio
n
US
CS
Cla
ss.
Dep
th(m
.)
Rec
over
y
PID
(ppm
)
Gra
phic
Log
Water Level Initial
20.0 m.133.0 m. North
COMMENTS
50 mm.
Fill Material
Method
Static
50 mm.
-
Hydrapower scout
Top of Casing
Log By G. Harris
17.5 m.
Drill Co.
EastTotal Hole Depth
120 mm.3.9 m.
Casing: Dia
Hand auger/Air hammer
Type
Screen: Dia Type/Size
Sand/Bentonite/Grout
Surface Elev.
NA
Rig/Core
Driller
Class 18 uPVC/0.5 mm.Length
DL1019
14/8/17 Permit #
Length
S. Richards
Class 18 uPVC
Diameter
2.5 m.
133.537 m.
N. Russell
Hagstrom Drilling
Checked By License No.
Date
8391898.55 m. 217177.09 m.
RAAF Base Tindal, NT 0853
Drilling Log
RAAF Base Tindal PFAS Investigation
Location
Monitoring Well
Proj. No.
Project Department of Defence
754-MELEN199420
0990_MW121
0
2
4
6
8
10
12
14
16
18
20
Owner
Page: 1 of 1
CO
FF
EY
EN
VIR
ON
ME
NT
S
Rev
: 28
/1/1
6
754-
ME
LEN
1994
20(M
W).
GP
J I
T_C
OR
P.G
DT
7/
2/1
8
CLS
Sandy CLAY; low plasticity, red-orange, fine grained sand, dry.
yellow.moist.
pale yellow.LIMESTONE yellow.
wet.
becoming weathered.
End of investigation at 20mbgs.
MW122_7.0
(Color, Texture, Structure)
Sam
ple
ID%
Rec
over
y
Geologic descriptions are based on ASTM Standard D 2487-93 and the USCS.
Description
Blo
w C
ount
Wel
lC
ompl
etio
n
US
CS
Cla
ss.
Dep
th(m
.)
Rec
over
y
PID
(ppm
)
Gra
phic
Log
Well installed to 19.9mbgs.Drill mud 1500L, ''clean'' waterlost in void 5000L.
Water Level Initial
19.9 m.133.1 m. North
COMMENTS
50 mm.
Fill Material
Method
Static
50 mm.
-
Comacchio
Top of Casing
Log By E. Del Borrello
17.5 m.
Drill Co.
EastTotal Hole Depth
120 mm.5.8 m.
Casing: Dia
Hand auger/Air hammer
Type
Screen: Dia Type/Size
Sand/Bentonite/Grout
Surface Elev.
4.9 m.
Rig/Core
Driller
Class 18 uPVC/0.5 mm.Length
DL0125
14/8/17 Permit #
Length
S. Richards
Class 18 uPVC
Diameter
2.5 m.
133.696 m.
S. Barnes
Star Drilling
Checked By License No.
Date
8391830.52 m. 217142.29 m.
RAAF Base Tindal, NT 0853
Drilling Log
RAAF Base Tindal PFAS Investigation
Location
Monitoring Well
Proj. No.
Project Department of Defence
754-MELEN199420
0990_MW122
0
2
4
6
8
10
12
14
16
18
20
Owner
Page: 1 of 1
CO
FF
EY
EN
VIR
ON
ME
NT
S
Rev
: 28
/1/1
6
754-
ME
LEN
1994
20(M
W).
GP
J I
T_C
OR
P.G
DT
7/
2/1
8
CLS
SC
CH
CLS
Sandy CLAY; low plasticity, orange, fine grained sand, dry, someorganic matter, trace of gravels.
yellow.
Clayey SAND; fine grained, white, low plasticity clay.
CLAY; high plasticity, orange-grey, with some fine grained sand.
wet.Sandy CLAY; medium plasticity, pale orange-grey, fine grainedsand, wet.
yellow.
End of investigation at 20.5mbgs.
(Color, Texture, Structure)
Sam
ple
ID%
Rec
over
y
Geologic descriptions are based on ASTM Standard D 2487-93 and the USCS.
Description
Blo
w C
ount
Wel
lC
ompl
etio
n
US
CS
Cla
ss.
Dep
th(m
.)
Rec
over
y
PID
(ppm
)
Gra
phic
Log
Water Level Initial
20.5 m.133.2 m. North
COMMENTS
50 mm.
Fill Material
Method
Static
50 mm.
-
Comacchio
Top of Casing
Log By E. Del Borrello
17.3 m.
Drill Co.
EastTotal Hole Depth
120 mm.5.9 m.
Casing: Dia
Hand auger/Air hammer/Mud rotary
Type
Screen: Dia Type/Size
Sand/Bentonite/Grout
Surface Elev.
NA
Rig/Core
Driller
Class 18 uPVC/0.5 mm.Length
DL0125
14/8/17 Permit #
Length
S. Richards
Class 18 uPVC
Diameter
2.5 m.
133.723 m.
S. Barnes
Star Drilling
Checked By License No.
Date
8391772.11 m. 217149.59 m.
RAAF Base Tindal, NT 0853
Drilling Log
RAAF Base Tindal PFAS Investigation
Location
Monitoring Well
Proj. No.
Project Department of Defence
754-MELEN199420
0990_MW123
0
2
4
6
8
10
12
14
16
18
20
Owner
Page: 1 of 1
CO
FF
EY
EN
VIR
ON
ME
NT
S
Rev
: 28
/1/1
6
754-
ME
LEN
1994
20(M
W).
GP
J I
T_C
OR
P.G
DT
7/
2/1
8
CLML
CLML
Fill: Silty CLAY; low to medium plasticity, dark grey-brown, dry.Silty CLAY; high plasticity, brown, traces of white coarse,sub-rounded, limestone gravel, moist.
LIMESTONE; white, dry.
moist.
wet.
End of investigation at 20.0mbgs.
MW124_0.0MW124_0.2MW124_0.5MW124_1.0
MW124_6.5
(Color, Texture, Structure)
Sam
ple
ID%
Rec
over
y
Geologic descriptions are based on ASTM Standard D 2487-93 and the USCS.
Description
Blo
w C
ount
Wel
lC
ompl
etio
n
US
CS
Cla
ss.
Dep
th(m
.)
Rec
over
y
PID
(ppm
)
Gra
phic
Log
Water Level Initial
20.0 m.131.2 m. North
COMMENTS
50 mm.
Fill Material
Method
Static
50 mm.
-
Hydrapower scout
Top of Casing
Log By G. Harris
18.5 m.
Drill Co.
EastTotal Hole Depth
120 mm.2.8 m.
Casing: Dia
Hand auger/Air hammer
Type
Screen: Dia Type/Size
Sand/Bentonite/Grout
Surface Elev.
6.5 m.
Rig/Core
Driller
Class 18 uPVC/0.5 mm.Length
DL1019
1/8/17 Permit #
Length
S. Richards
Class 18 uPVC
Diameter
1.5 m.
131.845 m.
N. Russell
Hagstrom Drilling
Checked By License No.
Date
8393443.62 m. 217621.43 m.
RAAF Base Tindal, NT 0853
Drilling Log
RAAF Base Tindal PFAS Investigation
Location
Monitoring Well
Proj. No.
Project Department of Defence
754-MELEN199420
0990_MW124
0
2
4
6
8
10
12
14
16
18
20
Owner
Page: 1 of 1
CO
FF
EY
EN
VIR
ON
ME
NT
S
Rev
: 28
/1/1
6
754-
ME
LEN
1994
20(M
W).
GP
J I
T_C
OR
P.G
DT
7/
2/1
8
SW
CLML
Fill: SAND; fine to medium grained sand, grey, dry, disturbednatural.Silty CLAY; medium to high plasticity, orange-brown, moist.contains tree roots.
LIMESTONE; grey-white, dry.
void.
void with loose gravelly clay.
End of investigation at 20.0mbgs.
(Color, Texture, Structure)
Sam
ple
ID%
Rec
over
y
Geologic descriptions are based on ASTM Standard D 2487-93 and the USCS.
Description
Blo
w C
ount
Wel
lC
ompl
etio
n
US
CS
Cla
ss.
Dep
th(m
.)
Rec
over
y
PID
(ppm
)
Gra
phic
Log
Water Level Initial
20.0 m.131.4 m. North
COMMENTS
50 mm.
Fill Material
Method
Static
50 mm.
-
Hydrapower scout
Top of Casing
Log By G. Harris
18.5 m.
Drill Co.
EastTotal Hole Depth
120 mm.2.2 m.
Casing: Dia
Hand auger/Air hammer
Type
Screen: Dia Type/Size
Sand/Bentonite/Grout
Surface Elev.
6.8 m.
Rig/Core
Driller
Class 18 uPVC/0.5 mm.Length
DL1019
4/8/17 Permit #
Length
S. Richards
Class 18 uPVC
Diameter
1.5 m.
131.927 m.
N. Russell
Hagstrom Drilling
Checked By License No.
Date
8393386.75 m. 217568.42 m.
RAAF Base Tindal, NT 0853
Drilling Log
RAAF Base Tindal PFAS Investigation
Location
Monitoring Well
Proj. No.
Project Department of Defence
754-MELEN199420
0990_MW125
0
2
4
6
8
10
12
14
16
18
20
Owner
Page: 1 of 1
CO
FF
EY
EN
VIR
ON
ME
NT
S
Rev
: 28
/1/1
6
754-
ME
LEN
1994
20(M
W).
GP
J I
T_C
OR
P.G
DT
7/
2/1
8
SM
CLS
CH
CH
CH
CH
CH
CH
CH
CLGCLS
CLS
SC
CLML
SC
GP
CH
Fill: Silty SAND; fine to medium grained sand, grey, trace of fine tomedium grained round to sub-rounded gravels, dry.Sandy CLAY; medium plasticity, olive-brown, fine to mediumgrained sand.high plasticity, brown with mottles, fine to medium grained sand,trace of fine grained round gravels, moist.CLAY; high plasticity, brown, trace of white coarse grainedsub-rounded gravel, with some fine to medium grained sand, moist.LIMESTONE; white-grey, dry.CLAY; high plasticity, white-grey, dry.LIMESTONE; white-grey, dry.CLAY; high plasticity, brown.LIMESTONE; white, dry.CLAY; high plasticity, pale brown to brown, moist.LIMESTONE; white, hard, dry.CLAY; high plasticity, pale brown with grey mottling, moist.LIMESTONE; white-grey, dry.CLAY; high plasticity, brown, moist.LIMESTONE; white-grey, dry, stiff.CLAY; high plasticity, pale brown, wet.LIMESTONE; white-grey, dry.Gravelly CLAYSandy CLAY; high plasticity, brown with grey mottling, moist.LIMESTONE; white-grey, dry.Sandy CLAY; low to medium plasticity, pale brown, fine tomedium grained sand, moist to wet.LIMESTONE; white-grey, dry.Clayey SAND; fine to medium grained, pale brown, wet.LIMESTONE; white-grey, dry.Silty CLAY; high plasticity, brown with grey mottling, trace of fineto medium grained sand, grey, moist.LIMESTONE; white-grey, dry.with sandy clay, brown with grey mottling, moist.Clayey SAND; fine to medium grained sand, red-brown, moist.LIMESTONE; white-grey, dry.GRAVEL; medium to coarse grained, angular gravels,grey-brown, with some brown clay, moist.MUDSTONE; grey, moist.SANDSTONE; pink-brown, dry.End of investigation at target depth 20.0mbgs.
MW126_0.0-0.1MW126_0.2-0.3MW126_0.4-0.5MW126_0.7-1.0
(Color, Texture, Structure)
Sam
ple
ID%
Rec
over
y
Geologic descriptions are based on ASTM Standard D 2487-93 and the USCS.
Description
Blo
w C
ount
Wel
lC
ompl
etio
n
US
CS
Cla
ss.
Dep
th(m
.)
Rec
over
y
PID
(ppm
)
Gra
phic
Log
Water Level Initial
20.0 m.131.5 m. North
COMMENTS
50 mm.
Fill Material
Method
Static
50 mm.
-
Hydrapower scout
Top of Casing
Log By G. Harris
18 m.
Drill Co.
EastTotal Hole Depth
120 mm.3.0 m.
Casing: Dia
Hand auger/Air hammer/Diamond core
Type
Screen: Dia Type/Size
Sand/Bentonite/Grout
Surface Elev.
12.0 m.
Rig/Core
Driller
Class 18 uPVC/0.5 mm.Length
DL1019
5/8/17 Permit #
Length
S. Richards
Class 18 uPVC
Diameter
2 m.
131.567 m.
N. Russell
Hagstrom Drilling
Checked By License No.
Date
8393316.60 m. 217520.82 m.
RAAF Base Tindal, NT 0853
Drilling Log
RAAF Base Tindal PFAS Investigation
Location
Monitoring Well
Proj. No.
Project Department of Defence
754-MELEN199420
0990_MW126
0
2
4
6
8
10
12
14
16
18
20
Owner
Page: 1 of 1
CO
FF
EY
EN
VIR
ON
ME
NT
S
Rev
: 28
/1/1
6
754-
ME
LEN
1994
20(M
W).
GP
J I
T_C
OR
P.G
DT
7/
2/1
8
CLML
Silty CLAY; high plasticity, orange-brown, moist, surface is dryand powdery.
LIMESTONE; white, dry.
orange-white.
moist.
wet.
End of investigation at target depth 21.0mbgs.
MW127_0.0-0.1MW127_0.2-0.3MW127_0.4-0.5MW127_0.9-1.0
(Color, Texture, Structure)
Sam
ple
ID%
Rec
over
y
Geologic descriptions are based on ASTM Standard D 2487-93 and the USCS.
Description
Blo
w C
ount
Wel
lC
ompl
etio
n
US
CS
Cla
ss.
Dep
th(m
.)
Rec
over
y
PID
(ppm
)
Gra
phic
Log
well installed to 20.0m due tocollapse
Water Level Initial
21.0 m.131.0 m. North
COMMENTS
50 mm.
Fill Material
Method
Static
50 mm.
-
Hydrapower scout
Top of Casing
Log By G. Harris
18.5 m.
Drill Co.
EastTotal Hole Depth
120 mm.NA
Casing: Dia
Hand auger/Air hammer/Air blade/Diamond core
Type
Screen: Dia Type/Size
Sand/Bentonite/Grout
Surface Elev.
5.8 m.
Rig/Core
Driller
Class 18 uPVC/0.5 mm.Length
DL1019
7/8/17 Permit #
Length
S. Richards
Class 18 uPVC
Diameter
1.5 m.
130.701 m.
N. Russell
Hagstrom Drilling
Checked By License No.
Date
8393239.68 m. 217475.62 m.
RAAF Base Tindal, NT 0853
Drilling Log
RAAF Base Tindal PFAS Investigation
Location
Monitoring Well
Proj. No.
Project Department of Defence
754-MELEN199420
0990_MW127
0
2
4
6
8
10
12
14
16
18
20
22
Owner
Page: 1 of 1
CO
FF
EY
EN
VIR
ON
ME
NT
S
Rev
: 28
/1/1
6
754-
ME
LEN
1994
20(M
W).
GP
J I
T_C
OR
P.G
DT
7/
2/1
8
SC
CLML
CH
CLG
CLG
Fill: Clayey SAND; fine to medium grained, brown, with someyellow-brown mottles of clay, moist, loose.
Silty CLAY; medium plasticity, orange-brown, dry.LIMESTONE; fine to coarse grained, pale grey, dry.
CLAY; medium plasticity, brown, moist, firm to stiff.Gravelly CLAY; medium plasticity, brown, with gravel, carbonate,angular 5-12mm, moist, firm to sitff.becoming wet.
wet.
LIMESTONE; fresh, pale grey, wet.
pale brown-orange.
Gravelly CLAY; medium plasticity, orange-brown, wet, firm.
End of investigation at 20.0mbgs.
MW128_0.0
MW128_2.0
MW128_4.0
MW128_6.0
(Color, Texture, Structure)
Sam
ple
ID%
Rec
over
y
Geologic descriptions are based on ASTM Standard D 2487-93 and the USCS.
Description
Blo
w C
ount
Wel
lC
ompl
etio
n
US
CS
Cla
ss.
Dep
th(m
.)
Rec
over
y
PID
(ppm
)
Gra
phic
Log
well installed to 18.5m due tocollapse
Water Level Initial
20.0 m.- North
COMMENTS
50 mm.
Fill Material
Method
Static
50 mm.
-
Hanjin
Top of Casing
Log By S. Sullivan
17 m.
Drill Co.
EastTotal Hole Depth
120 mm.NA
Casing: Dia
Tubex
Type
Screen: Dia Type/Size
Sand/Bentonite/Grout
Surface Elev.
NA
Rig/Core
Driller
Class 18 uPVC/0.5 mm.Length
DL1010
7/8/17 Permit #
Length
S. Richards
Class 18 uPVC
Diameter
1.5 m.
NA
M. Weatherald
Proactive Drilling
Checked By License No.
Date
8393173.31 m. 217423.59 m.
RAAF Base Tindal, NT 0853
Drilling Log
RAAF Base Tindal PFAS Investigation
Location
Monitoring Well
Proj. No.
Project Department of Defence
754-MELEN199420
0990_MW128
0
2
4
6
8
10
12
14
16
18
20
Owner
Page: 1 of 1
CO
FF
EY
EN
VIR
ON
ME
NT
S
Rev
: 28
/1/1
6
754-
ME
LEN
1994
20(M
W).
GP
J I
T_C
OR
P.G
DT
7/
2/1
8
SPG
SW
CLS
CH
CLS
CLS
CLMLCH
CH
CH
CHCH
CH
BITUMEN; black, dry.Gravelly SAND; fine to coarse grained, red-brown, sub-roundedto angular gravels, moist.Fill: SAND; fine to medium sand, brown, trace of sub-rounded toangular gravels, moist.Sandy CLAY; low to medium plasticity, brown, with pale brownmottles, moist.CLAY; high plasticity, red-brown with pale brown streaks throughcore, with traces of fine to medium sand, trace of white sub-angulargravels, moist.Sandy CLAY; medium plasticity, fine grained sand, brown withgrey mottling, trace of coarse rounded white gravels, moist, firm.
LIMESTONE; white-grey, dry.Silty Sandy CLAY; medium to high plasticity, pale brown/brown,with grey mottling, fine grained sand, moist.LIMESTONE; medium plasticity, white-grey, with brown sandyclay, dry.
Silty CLAY; medium plasticity, brown, moist.LIMESTONE; white-grey, dry, hard.CLAY; high plasticity, pale brown with grey mottling, with somepockets of grey sandy clay, fine to medium grained sand.Silty MUDSTONE; brown with white-grey lamination 1 to 2mmthick, dry.MUDSTONE; pale brown, dry.MUDSTONEpale grey.becoming brown.CLAY; brown.MUDSTONE; brown.SLATE; grey, hard, with some sediments to 16.5m.
becoming lighter in colour.MUDSTONE; brown.grey.with silicfied alteration, red mottling.
brown.
End of investigation at target depth 20.0mbgs.
MW129_0.1-0.2MW129_0.4-0.5MW129_0.6-0.7MW129_0.9-1.0
MW129_3.8
(Color, Texture, Structure)
Sam
ple
ID%
Rec
over
y
Geologic descriptions are based on ASTM Standard D 2487-93 and the USCS.
Description
Blo
w C
ount
Wel
lC
ompl
etio
n
US
CS
Cla
ss.
Dep
th(m
.)
Rec
over
y
PID
(ppm
)
Gra
phic
Log
Water Level Initial
20.1 m.- North
COMMENTS
50 mm.
Fill Material
Method
Static
50 mm.
-
Hydrapower scout
Top of Casing
Log By G. Harris
18 m.
Drill Co.
EastTotal Hole Depth
120 mm.3.8 m.
Casing: Dia
Diamond core
Type
Screen: Dia Type/Size
Sand/Bentonite/Grout
Surface Elev.
NA
Rig/Core
Driller
Class 18 uPVC/0.5 mm.Length
DL1019
18/8/17 Permit #
Length
S. Richards
Class 18 uPVC
Diameter
2.1 m.
NA
N. Russell
Hagstrom Drilling
Checked By License No.
Date
8393205.03 m. 217848.13 m.
RAAF Base Tindal, NT 0853
Drilling Log
RAAF Base Tindal PFAS Investigation
Location
Monitoring Well
Proj. No.
Project Department of Defence
754-MELEN199420
0990_MW129
0
2
4
6
8
10
12
14
16
18
20
Owner
Page: 1 of 1
CO
FF
EY
EN
VIR
ON
ME
NT
S
Rev
: 28
/1/1
6
754-
ME
LEN
1994
20(M
W).
GP
J I
T_C
OR
P.G
DT
7/
2/1
8
SPSM
CLML
CLS
SWG
Silty SAND; fine grained, red-brown, medium density, dry.Silty CLAY medium plasticity, brown, some orange mottling , dry,firm.
Sandy CLAY; medium plasticity, brown, fine grained sand, withsome limestone fragments.
Gravelly SAND; fine to medium grained, brown, with fragments oflimestone, white-pale brown.
LIMESTONE; pale brown, dry to moist.
moist.
wet.
End of investigation at target depth 19.0mbgs.
MW130_0.0MW130_0.2MW130_0.5MW130_1.0
(Color, Texture, Structure)
Sam
ple
ID%
Rec
over
y
Geologic descriptions are based on ASTM Standard D 2487-93 and the USCS.
Description
Blo
w C
ount
Wel
lC
ompl
etio
n
US
CS
Cla
ss.
Dep
th(m
.)
Rec
over
y
PID
(ppm
)
Gra
phic
Log
Hole collapsed 19m back to 18m.
Water Level Initial
19.0 m.117.6 m. North
COMMENTS
50 mm.
Fill Material
Method
Static
50 mm.
-
Hydrapower scout
Top of Casing
Log By R. Auld
18 m.
Drill Co.
EastTotal Hole Depth
120 mm.6.5 m.
Casing: Dia
Hand auger/Air hammer
Type
Screen: Dia Type/Size
Sand/Bentonite/Grout
Surface Elev.
NA
Rig/Core
Driller
Class 18 uPVC/0.5 mm.Length
DL1019
3/8/17 Permit #
Length
S. Richards
Class 18 uPVC
Diameter
1 m.
118.135 m.
A. McNamara & N. Russell
Hagstrom Drilling
Checked By License No.
Date
8396317.22 m. 213451.18 m.
RAAF Base Tindal, NT 0853
Drilling Log
RAAF Base Tindal PFAS Investigation
Location
Monitoring Well
Proj. No.
Project Department of Defence
754-MELEN199420
0990_MW130
0
2
4
6
8
10
12
14
16
18
20
Owner
Page: 1 of 1
CO
FF
EY
EN
VIR
ON
ME
NT
S
Rev
: 28
/1/1
6
754-
ME
LEN
1994
20(M
W).
GP
J I
T_C
OR
P.G
DT
7/
2/1
8
SPSM
CLS
SPSM
Sandy SILT; brown-black, some gravel, dry, medium density.Sandy CLAY; low plasticity, red, fine grained sand, dry, firm.
brown-yellow, soft.
Sandy SILT; yellow, with trace of gravel, dry, loose.
MUDSTONE; yellow, dry, loose.
LIMESTONE; medium grained, orange.
moist.wet.
medium to coarse grained, orange-white.
End of investigation at 17.0mbgs.
MW131_0.0MW131_0.2MW131_0.5MW131_1.0
(Color, Texture, Structure)
Sam
ple
ID%
Rec
over
y
Geologic descriptions are based on ASTM Standard D 2487-93 and the USCS.
Description
Blo
w C
ount
Wel
lC
ompl
etio
n
US
CS
Cla
ss.
Dep
th(m
.)
Rec
over
y
PID
(ppm
)
Gra
phic
Log
well installed to 15.0m due tocollapse
Water Level Initial
17.0 m.122.0 m. North
COMMENTS
50 mm.
Fill Material
Method
Static
50 mm.
-
Hydrapower scout
Top of Casing
Log By R. Auld
14 m.
Drill Co.
EastTotal Hole Depth
120 mm.5.6 m.
Casing: Dia
Hand auger/Air hammer
Type
Screen: Dia Type/Size
Sand/Bentonite/Grout
Surface Elev.
11.0 m.
Rig/Core
Driller
Class 18 uPVC/0.5 mm.Length
DL1019
3/8/17 Permit #
Length
S. Richards
Class 18 uPVC
Diameter
1 m.
122.681 m.
A. McNamara & N. Russell
Hagstrom Drilling
Checked By License No.
Date
8395968.71 m. 214834.18 m.
RAAF Base Tindal, NT 0853
Drilling Log
RAAF Base Tindal PFAS Investigation
Location
Monitoring Well
Proj. No.
Project Department of Defence
754-MELEN199420
0990_MW131
0
2
4
6
8
10
12
14
16
18
Owner
Page: 1 of 1
CO
FF
EY
EN
VIR
ON
ME
NT
S
Rev
: 28
/1/1
6
754-
ME
LEN
1994
20(M
W).
GP
J I
T_C
OR
P.G
DT
7/
2/1
8
SPG
CLS
SC
CLS
Gravelly SAND; fine to coarse grained, brown, clay, mediumdensity.
Sandy CLAY; medium plasticity, brown, fine grained, dry, loose.
becoming red.
Clayey SAND; fine to coarse grained, red-white, moist.Sandy CLAY; medium plasticity, red, fine to coarse grained, moist.
LIMESTONE; weathered, pale brown-white, with bands of sandyclay, brown, wet.
End of investigation at 20.5mbgs.
MW132_0.0MW132_2.0
(Color, Texture, Structure)
Sam
ple
ID%
Rec
over
y
Geologic descriptions are based on ASTM Standard D 2487-93 and the USCS.
Description
Blo
w C
ount
Wel
lC
ompl
etio
n
US
CS
Cla
ss.
Dep
th(m
.)
Rec
over
y
PID
(ppm
)
Gra
phic
Log
well installed to 16.5m due tocollapse
Water Level Initial
20.5 m.125.1 m. North
COMMENTS
50 mm.
Fill Material
Method
Static
50 mm.
-
Hydrapower scout
Top of Casing
Log By R. Auld
16 m.
Drill Co.
EastTotal Hole Depth
120 mm.4.4 m.
Casing: Dia
Hand auger/Air hammer
Type
Screen: Dia Type/Size
Sand/Bentonite/Grout
Surface Elev.
10.5 m.
Rig/Core
Driller
Class 18 uPVC/0.5 mm.Length
DL1019
5/8/17 Permit #
Length
S. Richards
Class 18 uPVC
Diameter
1.5 m.
125.774 m.
A. McNamara & N. Russell
Hagstrom Drilling
Checked By License No.
Date
8396461.29 m. 215577.17 m.
RAAF Base Tindal, NT 0853
Drilling Log
RAAF Base Tindal PFAS Investigation
Location
Monitoring Well
Proj. No.
Project Department of Defence
754-MELEN199420
0990_MW132
0
2
4
6
8
10
12
14
16
18
20
Owner
Page: 1 of 1
CO
FF
EY
EN
VIR
ON
ME
NT
S
Rev
: 28
/1/1
6
754-
ME
LEN
1994
20(M
W).
GP
J I
T_C
OR
P.G
DT
7/
2/1
8
CLS
CH
Sandy CLAY; low plasticity, brown to green, some angularcobbles, dry, medium density.CLAY; low to medium plasticity, brown-red, some angularcobbles.LIMESTONE; pale brown-white.
becoming fine grained.
SILSTONE; fine grained, brown, dry.
moist.wet.
End of investigation at target depth 19.7mbgs.
MW133_0.0MW133_0.2MW133_0.3MW133_1.0
(Color, Texture, Structure)
Sam
ple
ID%
Rec
over
y
Geologic descriptions are based on ASTM Standard D 2487-93 and the USCS.
Description
Blo
w C
ount
Wel
lC
ompl
etio
n
US
CS
Cla
ss.
Dep
th(m
.)
Rec
over
y
PID
(ppm
)
Gra
phic
Log
Water Level Initial
19.7 m.132.5 m. North
COMMENTS
50 mm.
Fill Material
Method
Static
50 mm.
-
Hydrapower scout
Top of Casing
Log By R. Auld
18 m.
Drill Co.
EastTotal Hole Depth
120 mm.7.5 m.
Casing: Dia
Hand auger/Air hammer
Type
Screen: Dia Type/Size
Sand/Bentonite/Grout
Surface Elev.
NA
Rig/Core
Driller
Class 18 uPVC/0.5 mm.Length
DL1019
7/8/17 Permit #
Length
S. Richards
Class 18 uPVC
Diameter
1.7 m.
133.154 m.
A. McNamara & N. Russell
Hagstrom Drilling
Checked By License No.
Date
8397826.94 m. 215903.51 m.
RAAF Base Tindal, NT 0853
Drilling Log
RAAF Base Tindal PFAS Investigation
Location
Monitoring Well
Proj. No.
Project Department of Defence
754-MELEN199420
0990_MW133
0
2
4
6
8
10
12
14
16
18
20
Owner
Page: 1 of 1
CO
FF
EY
EN
VIR
ON
ME
NT
S
Rev
: 28
/1/1
6
754-
ME
LEN
1994
20(M
W).
GP
J I
T_C
OR
P.G
DT
7/
2/1
8
GPS
CLS
CLG
CLS
SC
Sandy GRAVELS; orange, angular gravel, with some clay, finegrained sand, dry, with grass.Sandy CLAY; low plasticity, fine grained sand, orange-dark red,dry, firm.
Gravelly CLAY; medium plasticity, brown.
Sandy CLAY; medium plasticity, brown. moist, soft.
Clayey SAND; fine to medium grained, light orange, mediumplasticity clay, moist.
LIMESTONE; fine to coarse grained, pale yellow-grey, with someclay, wet.
End of investigation at 20.5mbgs.
MW134_0.0MW134_0.2MW134_0.5MW134_1.0
MW134_9.0
(Color, Texture, Structure)
Sam
ple
ID%
Rec
over
y
Geologic descriptions are based on ASTM Standard D 2487-93 and the USCS.
Description
Blo
w C
ount
Wel
lC
ompl
etio
n
US
CS
Cla
ss.
Dep
th(m
.)
Rec
over
y
PID
(ppm
)
Gra
phic
Log
Water Level Initial
20.5 m.109.3 m. North
COMMENTS
50 mm.
Fill Material
Method
Static
50 mm.
-
Comacchio
Top of Casing
Log By E. Del Borrello
18 m.
Drill Co.
EastTotal Hole Depth
120 mm.6.8 m.
Casing: Dia
Hand auger/Solid auger/Air hammer/Mud rotary
Type
Screen: Dia Type/Size
Sand/Bentonite/Grout
Surface Elev.
NA
Rig/Core
Driller
Class 18 uPVC/0.5 mm.Length
DL0125
16/8/17 Permit #
Length
S. Richards
Class 18 uPVC
Diameter
2.5 m.
110.019 m.
S. Barnes
Star Drilling
Checked By License No.
Date
8397936.47 m. 209913.07 m.
RAAF Base Tindal, NT 0853
Drilling Log
RAAF Base Tindal PFAS Investigation
Location
Monitoring Well
Proj. No.
Project Department of Defence
754-MELEN199420
0990_MW134
0
2
4
6
8
10
12
14
16
18
20
Owner
Page: 1 of 1
CO
FF
EY
EN
VIR
ON
ME
NT
S
Rev
: 28
/1/1
6
754-
ME
LEN
1994
20(M
W).
GP
J I
T_C
OR
P.G
DT
7/
2/1
8
GPS
SC
CLS
Sandy GRAVEL; fine grained sand, dark orange-red, angulargravel, dry, organic matter.Clayey SAND; fine grained, dark red, low plasticity, mediumdensity, dry.
clay content increasing.
LIMESTONE; fine to coarse grained, pale yellow-grey, dry.
Sandy CLAY; low plasticity, red-orange, fine grained sand, moist,stiff.
LIMESTONE; fine to coarse grained, pale grey, wet, with somegrey clay.
well installed to 19.1mbgs, caved in to 19.1mbgs.
End of investigation at target depth 20.5mbgs.
MW135_0.0MW135_0.2MW135_0.5MW135_1.0
(Color, Texture, Structure)
Sam
ple
ID%
Rec
over
y
Geologic descriptions are based on ASTM Standard D 2487-93 and the USCS.
Description
Blo
w C
ount
Wel
lC
ompl
etio
n
US
CS
Cla
ss.
Dep
th(m
.)
Rec
over
y
PID
(ppm
)
Gra
phic
Log
Water Level Initial
20.5 m.- North
COMMENTS
50 mm.
Fill Material
Method
Static
50 mm.
-
Comacchio
Top of Casing
Log By E. Del Borrello
17 m.
Drill Co.
EastTotal Hole Depth
120 mm.15.8 m.
Casing: Dia
Hand auger/Solid auger/Air hammer/Mud rotary
Type
Screen: Dia Type/Size
Sand/Bentonite/Grout
Surface Elev.
NA
Rig/Core
Driller
Class 18 uPVC/0.5 mm.Length
DL0125
16/8/17 Permit #
Length
S. Richards
Class 18 uPVC
Diameter
2.1 m.
NA
S. Barnes
Star Drilling
Checked By License No.
Date
8399887.85 m. 210572.26 m.
RAAF Base Tindal, NT 0853
Drilling Log
RAAF Base Tindal PFAS Investigation
Location
Monitoring Well
Proj. No.
Project Department of Defence
754-MELEN199420
0990_MW135
0
2
4
6
8
10
12
14
16
18
20
Owner
Page: 1 of 1
CO
FF
EY
EN
VIR
ON
ME
NT
S
Rev
: 28
/1/1
6
754-
ME
LEN
1994
20(M
W).
GP
J I
T_C
OR
P.G
DT
7/
2/1
8
SPG
SP
SPG
SM
SP
Fill: Gravelly SAND; fine to coarse grained, red-brown, with subangular gravel 2-8mm, dry, loose to medium density.SAND; fine to medium grained, orange-brown, with some gravel.
Gravelly SAND; fine to coarse grained, orange-brown, with gravel2-5mm, dry, medium density.Silty SAND; fine to medium grained, brown-orange, mediumdensity.
becoming moist.with some clay.
SAND: fine to coarse grained, brown-orange, with some clay andbasalt fragments.BASALT; slightly weathered, moist.
fresh, wet.
End of investigation at target depth 24.4mbgs.
(Color, Texture, Structure)
Sam
ple
ID%
Rec
over
y
Geologic descriptions are based on ASTM Standard D 2487-93 and the USCS.
Description
Blo
w C
ount
Wel
lC
ompl
etio
n
US
CS
Cla
ss.
Dep
th(m
.)
Rec
over
y
PID
(ppm
)
Gra
phic
Log
Water Level Initial
24.4 m.106.8 m. North
COMMENTS
50 mm.
Fill Material
Method
Static
50 mm.
-
Hanjin
Top of Casing
Log By S. Sullivan
7.4 m.
Drill Co.
EastTotal Hole Depth
120 mm.NA
Casing: Dia
Hand auger/Tubex
Type
Screen: Dia Type/Size
Sand/Bentonite/Grout
Surface Elev.
NA
Rig/Core
Driller
Class 18 uPVC/0.5 mm.Length
DL0125
30/8/17 Permit #
Length
S. Richards
Class 18 uPVC
Diameter
17 m.
107.516 m.
M. Weatherald
Proactive Drilling
Checked By License No.
Date
8402831.64 m. 208476.47 m.
RAAF Base Tindal, NT 0853
Drilling Log
RAAF Base Tindal PFAS Investigation
Location
Monitoring Well
Proj. No.
Project Department of Defence
754-MELEN199420
0990_MW136
0
2
4
6
8
10
12
14
16
18
20
22
24
Owner
Page: 1 of 1
CO
FF
EY
EN
VIR
ON
ME
NT
S
Rev
: 28
/1/1
6
754-
ME
LEN
1994
20(M
W).
GP
J I
T_C
OR
P.G
DT
7/
2/1
8
CLS
CLG
CLML
Sandy CLAY; medium plasticity, fine grained, red-orange, somegravel, dry.
plasticity increasing slightly, red, brown.Clayey GRAVEL; medium grained gravel, grey-red, angular, dry.
Silty CLAY; medium plasticity, pale grey-white, dry.
becoming pale yellow.becoming white-pale grey.
LIMESTONE; with some clay, wet.
white.
End of investigation at target depth 20.0mbgs.
MW137_0.0MW137_0.2MW137_0.5MW137_1.0
(Color, Texture, Structure)
Sam
ple
ID%
Rec
over
y
Geologic descriptions are based on ASTM Standard D 2487-93 and the USCS.
Description
Blo
w C
ount
Wel
lC
ompl
etio
n
US
CS
Cla
ss.
Dep
th(m
.)
Rec
over
y
PID
(ppm
)
Gra
phic
Log
Water Level Initial
20.0 m.109.9 m. North
COMMENTS
50 mm.
Fill Material
Method
Static
50 mm.
-
Comacchio
Top of Casing
Log By E. Del Borrello
18 m.
Drill Co.
EastTotal Hole Depth
120 mm.NA
Casing: Dia
Hand auger/Solid auger/Air hammer/Mud rotary
Type
Screen: Dia Type/Size
Sand/Bentonite/Grout
Surface Elev.
10.1 m.
Rig/Core
Driller
Class 18 uPVC/0.5 mm.Length
DL0125
23/8/17 Permit #
Length
S. Richards
Class 18 uPVC
Diameter
2 m.
109.871 m.
S. Barnes
Star Drilling
Checked By License No.
Date
8399560.76 m. 207617.49 m.
RAAF Base Tindal, NT 0853
Drilling Log
RAAF Base Tindal PFAS Investigation
Location
Monitoring Well
Proj. No.
Project Department of Defence
754-MELEN199420
0990_MW137
0
2
4
6
8
10
12
14
16
18
20
Owner
Page: 1 of 1
CO
FF
EY
EN
VIR
ON
ME
NT
S
Rev
: 28
/1/1
6
754-
ME
LEN
1994
20(M
W).
GP
J I
T_C
OR
P.G
DT
7/
2/1
8
GPS
SC
SC
Sandy GRAVEL; fine grained sand, dark brown, medium angulargravel, some clay, dry, roots and grass.Clayey SAND; low plasticity, fine grained, dark brown, dry.
clay content increasing to sandy clay, dry.
LIMESTONE; pale grey, some sandy clay, brown.
grey.
Clayey SAND; fine grained sand, white, low plasticity, withgravel-sized fragments of limestone.LIMESTONE; pale yellow, medium density.
moist.
pale yellow, wet.
End of investigation at 20.0mbgs.
MW138_0.0MW138_0.2MW138_0.5
(Color, Texture, Structure)
Sam
ple
ID%
Rec
over
y
Geologic descriptions are based on ASTM Standard D 2487-93 and the USCS.
Description
Blo
w C
ount
Wel
lC
ompl
etio
n
US
CS
Cla
ss.
Dep
th(m
.)
Rec
over
y
PID
(ppm
)
Gra
phic
Log
well installed to 19.5m due tocollapse
Water Level Initial
19.5 m.106.8 m. North
COMMENTS
50 mm.
Fill Material
Method
Static
50 mm.
-
Comacchio
Top of Casing
Log By E. Del Borrello
14.5 m.
Drill Co.
EastTotal Hole Depth
120 mm.NA
Casing: Dia
Hand auger/Solid auger/Air hammer/Mud rotary
Type
Screen: Dia Type/Size
Sand/Bentonite/Grout
Surface Elev.
7.4 m.
Rig/Core
Driller
Class 18 uPVC/0.5 mm.Length
DL0125
24/8/17 Permit #
Length
S. Richards
Class 18 uPVC
Diameter
5 m.
106.740 m.
S. Barnes
Star Drilling
Checked By License No.
Date
8398829.66 m. 206815.85 m.
RAAF Base Tindal, NT 0853
Drilling Log
RAAF Base Tindal PFAS Investigation
Location
Monitoring Well
Proj. No.
Project Department of Defence
754-MELEN199420
0990_MW138
0
2
4
6
8
10
12
14
16
18
20
Owner
Page: 1 of 1
CO
FF
EY
EN
VIR
ON
ME
NT
S
Rev
: 28
/1/1
6
754-
ME
LEN
1994
20(M
W).
GP
J I
T_C
OR
P.G
DT
7/
2/1
8
GC Clayey GRAVEL; fine to coarse grained, red-orange, low plasticityclay , dry, dense.LIMESTONE; dry .
pale pink-grey.
becoming white.
moist.
wet.
End of investigation at target depth 13.5mbgs.
MW139_0.0MW139_0.2MW139_0.5
MW139_1.0
(Color, Texture, Structure)
Sam
ple
ID%
Rec
over
y
Geologic descriptions are based on ASTM Standard D 2487-93 and the USCS.
Description
Blo
w C
ount
Wel
lC
ompl
etio
n
US
CS
Cla
ss.
Dep
th(m
.)
Rec
over
y
PID
(ppm
)
Gra
phic
Log
Water Level Initial
13.5 m.104.1 m. North
COMMENTS
50 mm.
Fill Material
Method
Static
50 mm.
-
Comacchio
Top of Casing
Log By E. Del Borrello
11 m.
Drill Co.
EastTotal Hole Depth
120 mm.NA
Casing: Dia
Hand auger/Solid auger/Air hammer/Mud rotary
Type
Screen: Dia Type/Size
Sand/Bentonite/Grout
Surface Elev.
6.7 m.
Rig/Core
Driller
Class 18 uPVC/0.5 mm.Length
DL0125
17/8/17 Permit #
Length
S. Richards
Class 18 uPVC
Diameter
2.5 m.
104.089 m.
S. Barnes
Star Drilling
Checked By License No.
Date
8398352.49 m. 206330.19 m.
RAAF Base Tindal, NT 0853
Drilling Log
RAAF Base Tindal PFAS Investigation
Location
Monitoring Well
Proj. No.
Project Department of Defence
754-MELEN199420
0990_MW139
0
2
4
6
8
10
12
14
Owner
Page: 1 of 1
CO
FF
EY
EN
VIR
ON
ME
NT
S
Rev
: 28
/1/1
6
754-
ME
LEN
1994
20(M
W).
GP
J I
T_C
OR
P.G
DT
7/
2/1
8
CLS
Sandy CLAY; low plasticity, dark red-orange, fine grained sand,dry.
pale pink brown.
becoming white.
moist.
pale grey, wet.
LIMESTONE; white, fresh.
wet.
End of investigation at target depth 18.7mbgs.
MW140_0.0MW140_0.2MW140_0.5
(Color, Texture, Structure)
Sam
ple
ID%
Rec
over
y
Geologic descriptions are based on ASTM Standard D 2487-93 and the USCS.
Description
Blo
w C
ount
Wel
lC
ompl
etio
n
US
CS
Cla
ss.
Dep
th(m
.)
Rec
over
y
PID
(ppm
)
Gra
phic
Log
Water Level Initial
18.7 m.102.9 m. North
COMMENTS
50 mm.
Fill Material
Method
Static
50 mm.
-
Comacchio
Top of Casing
Log By E. Del Borrello
16 m.
Drill Co.
EastTotal Hole Depth
120 mm.9.0 m.
Casing: Dia
Hand auger/Air hammer/Mud rotary
Type
Screen: Dia Type/Size
Sand/Bentonite/Grout
Surface Elev.
NA
Rig/Core
Driller
Class 18 uPVC/0.5 mm.Length
DL0125
19/8/17 Permit #
Length
S. Richards
Class 18 uPVC
Diameter
2.7 m.
102.845 m.
S. Barnes
Star Drilling
Checked By License No.
Date
8397998.34 m. 206060.46 m.
RAAF Base Tindal, NT 0853
Drilling Log
RAAF Base Tindal PFAS Investigation
Location
Monitoring Well
Proj. No.
Project Department of Defence
754-MELEN199420
0990_MW140
0
2
4
6
8
10
12
14
16
18
20
Owner
Page: 1 of 1
CO
FF
EY
EN
VIR
ON
ME
NT
S
Rev
: 28
/1/1
6
754-
ME
LEN
1994
20(M
W).
GP
J I
T_C
OR
P.G
DT
7/
2/1
8
SPGSM
Gravelly SAND; fine to coarse grained, brown, with some roots,fibres, and gravels, dry, loose.Silty SAND; fine grained, brown-orange, with some sub-roundedgravel.LIMESTONE; fine to coarse grained, white .
pale brown, moist.
wet.
End of investigation at target depth 20.0mbgs.
MW141_0.0MW141_0.2MW141_0.5MW141_1.0
(Color, Texture, Structure)
Sam
ple
ID%
Rec
over
y
Geologic descriptions are based on ASTM Standard D 2487-93 and the USCS.
Description
Blo
w C
ount
Wel
lC
ompl
etio
n
US
CS
Cla
ss.
Dep
th(m
.)
Rec
over
y
PID
(ppm
)
Gra
phic
Log
Water Level Initial
20.0 m.101.8 m. North
COMMENTS
50 mm.
Fill Material
Method
Static
50 mm.
-
Hanjin
Top of Casing
Log By S. Sullivan
17 m.
Drill Co.
EastTotal Hole Depth
120 mm.NA
Casing: Dia
Hand auger/Air hammer
Type
Screen: Dia Type/Size
Sand/Bentonite/Grout
Surface Elev.
NA
Rig/Core
Driller
Class 18 uPVC/0.5 mm.Length
DL0125
29/8/17 Permit #
Length
S. Richards
Class 18 uPVC
Diameter
3 m.
101.753 m.
M. Weatherald
Proactive Drilling
Checked By License No.
Date
8397039.08 m. 205147.54 m.
RAAF Base Tindal, NT 0853
Drilling Log
RAAF Base Tindal PFAS Investigation
Location
Monitoring Well
Proj. No.
Project Department of Defence
754-MELEN199420
0990_MW141
0
2
4
6
8
10
12
14
16
18
20
Owner
Page: 1 of 1
CO
FF
EY
EN
VIR
ON
ME
NT
S
Rev
: 28
/1/1
6
754-
ME
LEN
1994
20(M
W).
GP
J I
T_C
OR
P.G
DT
7/
2/1
8
CH
CLML
CH
CLG
SPG
Fill: CLAY; medium plasticity, dark brown, dry, stiff.
Silty CLAY; medium plasticity, dark grey, moist, firm.CLAY; medium plasticity, pale brown, mottled orange, moist, firm.
moisture increasing, colour changes to orange.
Gravelly CLAY; medium plasticity, orange, fine to coarse grained,sub-rounded, angular, 1-15mm, carbonate gravels, black mottled,moist.
Gravelly SAND; fine to coarse grained, pale brown, 13-15mmgravel, sub-angular, with some clay, wet, medium density.
End of investigation at target depth 20.0mbgs.
(Color, Texture, Structure)
Sam
ple
ID%
Rec
over
y
Geologic descriptions are based on ASTM Standard D 2487-93 and the USCS.
Description
Blo
w C
ount
Wel
lC
ompl
etio
n
US
CS
Cla
ss.
Dep
th(m
.)
Rec
over
y
PID
(ppm
)
Gra
phic
Log
well installed to 18.0m due tocollapse
Water Level Initial
20.0 m.101.5 m. North
COMMENTS
50 mm.
Fill Material
Method
Static
50 mm.
-
Hanjin
Top of Casing
Log By S. Sullivan
15 m.
Drill Co.
EastTotal Hole Depth
120 mm.NA
Casing: Dia
Hand auger/Air hammer/Tubex
Type
Screen: Dia Type/Size
Sand/Bentonite/Grout
Surface Elev.
NA
Rig/Core
Driller
Class 18 uPVC/0.5 mm.Length
DL1010
29/8/17 Permit #
Length
S. Richards
Class 18 uPVC
Diameter
3 m.
102.234 m.
M. Weatherald
Proactive Drilling
Checked By License No.
Date
8396700.02 m. 204774.30 m.
RAAF Base Tindal, NT 0853
Drilling Log
RAAF Base Tindal PFAS Investigation
Location
Monitoring Well
Proj. No.
Project Department of Defence
754-MELEN199420
0990_MW142
0
2
4
6
8
10
12
14
16
18
20
Owner
Page: 1 of 1
CO
FF
EY
EN
VIR
ON
ME
NT
S
Rev
: 28
/1/1
6
754-
ME
LEN
1994
20(M
W).
GP
J I
T_C
OR
P.G
DT
7/
2/1
8
SPG
SM
SWG
CLML
SWG
SM
SWG
CLG
SPG
CLG
Fill: Gravelly SAND; fine to coarse grained, red-brown, withsub-angular gravel, 3-10mm, dry, loose.
Silty SAND; fine to medium grained, brown-orange, some clay,as hard fragement, red-yellow mottled.Gravelly SAND; fine to coarse grained, pale brown, withsub-rounded, carbonated gravel, 4-15mm, dry, loose to mediumdensity.
Silty CLAY; fine to medium grained, pink.
Gravelly SAND; fine to coarse grained, pale brown, withsub-rounded, limestone gravel, 4-15mm, dry, loose to mediumdensity.Silty CLAY; medium density, pink, dry, firm.Gravelly SAND; fine to coarse grained, pale brown, withsub-rounded, limestone gravel, 4-15mm, dry, loose to mediumdensity.MUDSTONE; pale grey, fresh, dry medium density.
Gravelly SAND; brown, fine to coarse grained, with gravel,12-15mm, sub-angular, wet, medium density.MUDSTONE; brown, fresh, wet, medium density.MUDSTONE; interbeded, numerous colour changes.
MUDSTONE; brown, fresh, wet, medium density.
End of investigation at target depth 19.9mbgs.
(Color, Texture, Structure)
Sam
ple
ID%
Rec
over
y
Geologic descriptions are based on ASTM Standard D 2487-93 and the USCS.
Description
Blo
w C
ount
Wel
lC
ompl
etio
n
US
CS
Cla
ss.
Dep
th(m
.)
Rec
over
y
PID
(ppm
)
Gra
phic
Log
Water Level Initial
19.9 m.102.9 m. North
COMMENTS
50 mm.
Fill Material
Method
Static
50 mm.
-
Hanjin
Top of Casing
Log By S. Sullivan
17.5 m.
Drill Co.
EastTotal Hole Depth
120 mm.NA
Casing: Dia
Tubex
Type
Screen: Dia Type/Size
Sand/Bentonite/Grout
Surface Elev.
NA
Rig/Core
Driller
Class 18 uPVC/0.5 mm.Length
DL1010
31/8/17 Permit #
Length
S. Richards
Class 18 uPVC
Diameter
2.4 m.
103.536 m.
M. Weatherald
Proactive Drilling
Checked By License No.
Date
8396122.32 m. 204205.98 m.
RAAF Base Tindal, NT 0853
Drilling Log
RAAF Base Tindal PFAS Investigation
Location
Monitoring Well
Proj. No.
Project Department of Defence
754-MELEN199420
0990_MW143
0
2
4
6
8
10
12
14
16
18
20
Owner
Page: 1 of 1
CO
FF
EY
EN
VIR
ON
ME
NT
S
Rev
: 28
/1/1
6
754-
ME
LEN
1994
20(M
W).
GP
J I
T_C
OR
P.G
DT
7/
2/1
8
GWS
SWSM
Sandy GRAVEL; fine to coarse grained gravel 2-16mm,red-brown, sub-angular and angular, dry, loose to medium density.Clayey SILT; low plasticity, red-brown, fine to medium grained,dry.
band of gravelly mudstone.
moist.
Silty CLAY; medium plasticity, brown, red, with fragments ofmudstone, wet.MUDSTONE; dark purple, fresh, wet.
band of gravelly mudstone and clay.
interbedded mudstone.
End of investigation at target depth 20.0mbgs.
(Color, Texture, Structure)
Sam
ple
ID%
Rec
over
y
Geologic descriptions are based on ASTM Standard D 2487-93 and the USCS.
Description
Blo
w C
ount
Wel
lC
ompl
etio
n
US
CS
Cla
ss.
Dep
th(m
.)
Rec
over
y
PID
(ppm
)
Gra
phic
Log
Water Level Initial
20.0 m.101.3 m. North
COMMENTS
50 mm.
Fill Material
Method
Static
50 mm.
-
Hanjin
Top of Casing
Log By S. Sullivan
17.5 m.
Drill Co.
EastTotal Hole Depth
120 mm.7.5 m.
Casing: Dia
Hand auger/Air hammer
Type
Screen: Dia Type/Size
Sand/Bentonite/Grout
Surface Elev.
NA
Rig/Core
Driller
Class 18 uPVC/0.5 mm.Length
DL1010
1/9/17 Permit #
Length
S. Richards
Class 18 uPVC
Diameter
2.5 m.
101.234 m.
M. Weatherald
Proactive Drilling
Checked By License No.
Date
8394750.54 m. 203307.94 m.
RAAF Base Tindal, NT 0853
Drilling Log
RAAF Base Tindal PFAS Investigation
Location
Monitoring Well
Proj. No.
Project Department of Defence
754-MELEN199420
0990_MW144
0
2
4
6
8
10
12
14
16
18
20
Owner
Page: 1 of 1
CO
FF
EY
EN
VIR
ON
ME
NT
S
Rev
: 28
/1/1
6
754-
ME
LEN
1994
20(M
W).
GP
J I
T_C
OR
P.G
DT
7/
2/1
8
CLS
CLG
Sandy CLAY; medium plasticity, dark brown, fine to medium grained sand,with trace fined to coarse sub-rounded gravels, dry.Gravelly CLAY; medium to high plasticity, dark brown, medium coarsegravels, sub-rounded cobbles, dry.
End of investigation at target depth 0.3mbgs.
BH101_0.0-0.1
BH101_0.2-0.3
(Color, Texture, Structure)
Sam
ple
ID%
Rec
over
y
Geologic descriptions are based on ASTM Standard D 2487-93 and the USCS.
Description
Blo
w C
ount
US
CS
Cla
ss.
Dep
th(m
.)
Rec
over
y
PID
(ppm
)
Gra
phic
Log
Water Level Initial
0.3 m.NA North
COMMENTS
50 mm.
Fill Material
Method
Static
50 mm.
NA
Hand auger
Top of Casing
Log By G. Harris
NA
Drill Co.
EastTotal Hole Depth
NA
Casing: Dia
Hand auger
Type
Screen: Dia Type/Size
Backfilled / Soil cuttings
Surface Elev.
NA
Rig/Core
Driller
Class 18 uPVC/0.5 mm.Length
7/7/17 Permit #
Length
S. Sullivan
Class 18 uPVC
Diameter
NA
NA
N. Rustle
Hagstorm Drilling
Checked By License No.
Date
NA NA
RAAF Base Tindal
Drilling Log
RAAF Base Tindal PFAS Investigation
Location
Soil Boring
Proj. No.
Project Department of Defence
754-MELEN199420
0090_BH101
0
1
Owner
Page: 1 of 1
CO
FF
EY
EN
VIR
ON
ME
NT
S
Rev
: 28
/1/1
6
754-
ME
LEN
1994
20(S
B).
GP
J I
T_C
OR
P.G
DT
7/
2/1
8
SC
CLS
Fill: Clayey SAND; fine to medium, dark brown, grass and grass roots onsurface, dry.Sandy CLAY; medium to high plasticity, dark brown, with some fine tocoarse rounded to angular gravels, dry.
End of investigation at 0.3mbgs.
BH102_0.0-0.1
BH102_0.2-0.3
(Color, Texture, Structure)
Sam
ple
ID%
Rec
over
y
Geologic descriptions are based on ASTM Standard D 2487-93 and the USCS.
Description
Blo
w C
ount
US
CS
Cla
ss.
Dep
th(m
.)
Rec
over
y
PID
(ppm
)
Gra
phic
Log
Water Level Initial
0.3 m.NA North
COMMENTS
50 mm.
Fill Material
Method
Static
50 mm.
NA
Hand auger
Top of Casing
Log By G. Harris
NA
Drill Co.
EastTotal Hole Depth
NA
Casing: Dia
Hand auger
Type
Screen: Dia Type/Size
Backfilled / Soil cuttings
Surface Elev.
NA
Rig/Core
Driller
Class 18 uPVC/0.5 mm.Length
7/7/17 Permit #
Length
S. Sullivan
Class 18 uPVC
Diameter
NA
NA
N. Rustle
Hagstorm Drilling
Checked By License No.
Date
NA NA
RAAF Base Tindal
Drilling Log
RAAF Base Tindal PFAS Investigation
Location
Soil Boring
Proj. No.
Project Department of Defence
754-MELEN199420
0090_BH102
0
1
Owner
Page: 1 of 1
CO
FF
EY
EN
VIR
ON
ME
NT
S
Rev
: 28
/1/1
6
754-
ME
LEN
1994
20(S
B).
GP
J I
T_C
OR
P.G
DT
7/
2/1
8
SW
CLS
CLCH
Fill: SAND; fine to medium grained, brown, dry.Sandy CLAY; low to medium plasticity, brown, trace of white coarse angulargravels, dry.
CLAY; medium to high plasticity, brown, dry.
End of investigation at 0.3mbgs.
BH103_0.0-0.1
BH103_0.2-0.3QC104&CQ104A
(Color, Texture, Structure)
Sam
ple
ID%
Rec
over
y
Geologic descriptions are based on ASTM Standard D 2487-93 and the USCS.
Description
Blo
w C
ount
US
CS
Cla
ss.
Dep
th(m
.)
Rec
over
y
PID
(ppm
)
Gra
phic
Log
Water Level Initial
0.3 m.NA North
COMMENTS
50 mm.
Fill Material
Method
Static
50 mm.
NA
Hand auger
Top of Casing
Log By G. Harris
NA
Drill Co.
EastTotal Hole Depth
NA
Casing: Dia
Hand auger
Type
Screen: Dia Type/Size
Backfilled / Soil cuttings
Surface Elev.
NA
Rig/Core
Driller
Class 18 uPVC/0.5 mm.Length
7/7/17 Permit #
Length
S. Sullivan
Class 18 uPVC
Diameter
NA
NA
N. Rustle
Hagstorm Drilling
Checked By License No.
Date
NA NA
RAAF Base Tindal
Drilling Log
RAAF Base Tindal PFAS Investigation
Location
Soil Boring
Proj. No.
Project Department of Defence
754-MELEN199420
0090_BH103
0
1
Owner
Page: 1 of 1
CO
FF
EY
EN
VIR
ON
ME
NT
S
Rev
: 28
/1/1
6
754-
ME
LEN
1994
20(S
B).
GP
J I
T_C
OR
P.G
DT
7/
2/1
8
SWG
CLG
CLS
Fill: Gravelly SAND; fine to medium grained sand, brown, mediumsub-rounded to sub-angular gravels, white, dry.
Gravelly CLAY; medium plasticity, brown, medium to coarse grained quartz,angular, white gravel, dry.
Sandy CLAY; medium plasticity, brown, medium to coarse grained quartz,anguar, white gravels.
End of investigation at 0.3mbgs.
BH104_0.0-0.1
BH104_0.2-0.3
(Color, Texture, Structure)
Sam
ple
ID%
Rec
over
y
Geologic descriptions are based on ASTM Standard D 2487-93 and the USCS.
Description
Blo
w C
ount
US
CS
Cla
ss.
Dep
th(m
.)
Rec
over
y
PID
(ppm
)
Gra
phic
Log
Water Level Initial
0.3 m.NA North
COMMENTS
50 mm.
Fill Material
Method
Static
50 mm.
NA
Hand auger
Top of Casing
Log By G. Harris
NA
Drill Co.
EastTotal Hole Depth
NA
Casing: Dia
Hand auger
Type
Screen: Dia Type/Size
Backfilled / Soil cuttings
Surface Elev.
NA
Rig/Core
Driller
Class 18 uPVC/0.5 mm.Length
7/7/17 Permit #
Length
S. Sullivan
Class 18 uPVC
Diameter
NA
NA
N. Rustle
Hagstorm Drilling
Checked By License No.
Date
NA NA
RAAF Base Tindal
Drilling Log
RAAF Base Tindal PFAS Investigation
Location
Soil Boring
Proj. No.
Project Department of Defence
754-MELEN199420
0090_BH104
0
1
Owner
Page: 1 of 1
CO
FF
EY
EN
VIR
ON
ME
NT
S
Rev
: 28
/1/1
6
754-
ME
LEN
1994
20(S
B).
GP
J I
T_C
OR
P.G
DT
7/
2/1
8
SW
CLS
Fill: Gravelly SAND; fine to medium grained, brown, medium to coarse,sub-rounded to sub-angular gravel, dry.
Sandy CLAY; medium plasticity, dark brown, fine grained sand, dry.
End of investigation at 03mbgs.
BH105_0.0-0.1
BH105_0.2-0.3
(Color, Texture, Structure)
Sam
ple
ID%
Rec
over
y
Geologic descriptions are based on ASTM Standard D 2487-93 and the USCS.
Description
Blo
w C
ount
US
CS
Cla
ss.
Dep
th(m
.)
Rec
over
y
PID
(ppm
)
Gra
phic
Log
Water Level Initial
0.3 m.NA North
COMMENTS
50 mm.
Fill Material
Method
Static
50 mm.
NA
Hand auger
Top of Casing
Log By G. Harris
NA
Drill Co.
EastTotal Hole Depth
NA
Casing: Dia
Hand auger
Type
Screen: Dia Type/Size
Backfilled / Soil cuttings
Surface Elev.
NA
Rig/Core
Driller
Class 18 uPVC/0.5 mm.Length
7/7/17 Permit #
Length
S. Sullivan
Class 18 uPVC
Diameter
NA
NA
N. Rustle
Hagstorm Drilling
Checked By License No.
Date
NA NA
RAAF Base Tindal
Drilling Log
RAAF Base Tindal PFAS Investigation
Location
Soil Boring
Proj. No.
Project Department of Defence
754-MELEN199420
0090_BH105
0
1
Owner
Page: 1 of 1
CO
FF
EY
EN
VIR
ON
ME
NT
S
Rev
: 28
/1/1
6
754-
ME
LEN
1994
20(S
B).
GP
J I
T_C
OR
P.G
DT
7/
2/1
8
CH
CLAY; medium to high plasticity, brown, dry
some grass roots.
End of investigation at 0.3mbgs.
BH106_0.0-0.1
BH106_0.2-0.3
(Color, Texture, Structure)
Sam
ple
ID%
Rec
over
y
Geologic descriptions are based on ASTM Standard D 2487-93 and the USCS.
Description
Blo
w C
ount
US
CS
Cla
ss.
Dep
th(m
.)
Rec
over
y
PID
(ppm
)
Gra
phic
Log
Water Level Initial
0.3 m.NA North
COMMENTS
50 mm.
Fill Material
Method
Static
50 mm.
NA
Hand auger
Top of Casing
Log By G. Harris
NA
Drill Co.
EastTotal Hole Depth
NA
Casing: Dia
Hand auger
Type
Screen: Dia Type/Size
Backfilled / Soil cuttings
Surface Elev.
NA
Rig/Core
Driller
Class 18 uPVC/0.5 mm.Length
7/7/17 Permit #
Length
S. Sullivan
Class 18 uPVC
Diameter
NA
NA
N. Rustle
Hagstorm Drilling
Checked By License No.
Date
NA NA
RAAF Base Tindal
Drilling Log
RAAF Base Tindal PFAS Investigation
Location
Soil Boring
Proj. No.
Project Department of Defence
754-MELEN199420
0090_BH106
0
1
Owner
Page: 1 of 1
CO
FF
EY
EN
VIR
ON
ME
NT
S
Rev
: 28
/1/1
6
754-
ME
LEN
1994
20(S
B).
GP
J I
T_C
OR
P.G
DT
7/
2/1
8
CLS
Sandy CLAY; medium to high plasticity, brown, dry.
End of investigation at 0.3mbgs.
BH107_0.0-0.1
BH107_0.2-0.3
(Color, Texture, Structure)
Sam
ple
ID%
Rec
over
y
Geologic descriptions are based on ASTM Standard D 2487-93 and the USCS.
Description
Blo
w C
ount
US
CS
Cla
ss.
Dep
th(m
.)
Rec
over
y
PID
(ppm
)
Gra
phic
Log
Water Level Initial
0.3 m.NA North
COMMENTS
50 mm.
Fill Material
Method
Static
50 mm.
NA
Hand auger
Top of Casing
Log By G. Harris
NA
Drill Co.
EastTotal Hole Depth
NA
Casing: Dia
Hand auger
Type
Screen: Dia Type/Size
Backfilled / Soil cuttings
Surface Elev.
NA
Rig/Core
Driller
Class 18 uPVC/0.5 mm.Length
7/7/17 Permit #
Length
S. Sullivan
Class 18 uPVC
Diameter
NA
NA
N. Rustle
Hagstorm Drilling
Checked By License No.
Date
NA NA
RAAF Base Tindal
Drilling Log
RAAF Base Tindal PFAS Investigation
Location
Soil Boring
Proj. No.
Project Department of Defence
754-MELEN199420
0090_BH107
0
1
Owner
Page: 1 of 1
CO
FF
EY
EN
VIR
ON
ME
NT
S
Rev
: 28
/1/1
6
754-
ME
LEN
1994
20(S
B).
GP
J I
T_C
OR
P.G
DT
7/
2/1
8
CLS
CLS
Fill: Sandy CLAY; medium plasticity, dark brown, fine grained sand, grasson surface, grass roots through layer, dry.
Sandy CLAY; medium plasticity, dark brown, fine grained sand, with somefine to medium sub-rounded to sub-angular gravels, dry.
End of investigation at 0.3mbgs.
BH108_0.0-0.1
BH108_2.0-3.0
(Color, Texture, Structure)
Sam
ple
ID%
Rec
over
y
Geologic descriptions are based on ASTM Standard D 2487-93 and the USCS.
Description
Blo
w C
ount
US
CS
Cla
ss.
Dep
th(m
.)
Rec
over
y
PID
(ppm
)
Gra
phic
Log
Water Level Initial
0.3 m.NA North
COMMENTS
50 mm.
Fill Material
Method
Static
50 mm.
NA
Hand auger
Top of Casing
Log By G. Harris
NA
Drill Co.
EastTotal Hole Depth
NA
Casing: Dia
Hand auger
Type
Screen: Dia Type/Size
Backfilled / Soil cuttings
Surface Elev.
NA
Rig/Core
Driller
Class 18 uPVC/0.5 mm.Length
11/7/17 Permit #
Length
S. Sullivan
Class 18 uPVC
Diameter
NA
NA
N. Rustle
Hagstorm Drilling
Checked By License No.
Date
NA NA
RAAF Base Tindal
Drilling Log
RAAF Base Tindal PFAS Investigation
Location
Soil Boring
Proj. No.
Project Department of Defence
754-MELEN199420
0090_BH108
0
1
Owner
Page: 1 of 1
CO
FF
EY
EN
VIR
ON
ME
NT
S
Rev
: 28
/1/1
6
754-
ME
LEN
1994
20(S
B).
GP
J I
T_C
OR
P.G
DT
7/
2/1
8
CLS
CLML
Fill: Sandy CLAY; low to medium plasticity, dark brown, fine to mediumgrained sand, dry, disturbed natural grass on surface.
grass roots.
Silty CLAY; medium plasticity, dark brown, dry.
Refusal on possible surface at 0.25mbgs.
BH109_0.0-0.1
BH109_0.2-0.25
(Color, Texture, Structure)
Sam
ple
ID%
Rec
over
y
Geologic descriptions are based on ASTM Standard D 2487-93 and the USCS.
Description
Blo
w C
ount
US
CS
Cla
ss.
Dep
th(m
.)
Rec
over
y
PID
(ppm
)
Gra
phic
Log
Water Level Initial
0.3 m.NA North
COMMENTS
50 mm.
Fill Material
Method
Static
50 mm.
NA
Hand auger
Top of Casing
Log By G. Harris
NA
Drill Co.
EastTotal Hole Depth
NA
Casing: Dia
Hand auger
Type
Screen: Dia Type/Size
Backfilled / Soil cuttings
Surface Elev.
NA
Rig/Core
Driller
Class 18 uPVC/0.5 mm.Length
11/7/17 Permit #
Length
S. Sullivan
Class 18 uPVC
Diameter
NA
NA
N. Rustle
Hagstorm Drilling
Checked By License No.
Date
NA NA
RAAF Base Tindal
Drilling Log
RAAF Base Tindal PFAS Investigation
Location
Soil Boring
Proj. No.
Project Department of Defence
754-MELEN199420
0090_BH109
0
1
Owner
Page: 1 of 1
CO
FF
EY
EN
VIR
ON
ME
NT
S
Rev
: 28
/1/1
6
754-
ME
LEN
1994
20(S
B).
GP
J I
T_C
OR
P.G
DT
7/
2/1
8
CLS
CH
Fill: Sandy CLAY; low to medium plasticity, brown, fine to medium grainedsand, with trace of loose angular grains, dry, leaf debris on surface.
CLAY; medium to high plasticity, brown, dry.
End of investigation at 0.3mbgs.
BH110_0.0-0.1
BH110_0.2-0.3
(Color, Texture, Structure)
Sam
ple
ID%
Rec
over
y
Geologic descriptions are based on ASTM Standard D 2487-93 and the USCS.
Description
Blo
w C
ount
US
CS
Cla
ss.
Dep
th(m
.)
Rec
over
y
PID
(ppm
)
Gra
phic
Log
Water Level Initial
0.3 m.NA North
COMMENTS
50 mm.
Fill Material
Method
Static
50 mm.
NA
Hand auger
Top of Casing
Log By G. Harris
NA
Drill Co.
EastTotal Hole Depth
NA
Casing: Dia
Hand auger
Type
Screen: Dia Type/Size
Backfilled / Soil cuttings
Surface Elev.
NA
Rig/Core
Driller
Class 18 uPVC/0.5 mm.Length
11/7/17 Permit #
Length
S. Sullivan
Class 18 uPVC
Diameter
NA
NA
N. Rustle
Hagstorm Drilling
Checked By License No.
Date
NA NA
RAAF Base Tindal
Drilling Log
RAAF Base Tindal PFAS Investigation
Location
Soil Boring
Proj. No.
Project Department of Defence
754-MELEN199420
0090_BH110
0
1
Owner
Page: 1 of 1
CO
FF
EY
EN
VIR
ON
ME
NT
S
Rev
: 28
/1/1
6
754-
ME
LEN
1994
20(S
B).
GP
J I
T_C
OR
P.G
DT
7/
2/1
8
CLS
Fill: Sandy CLAY; medium plasticity, brown, fine to medium sand, traces offine to coarse grained gravel, round to angular, dry, leaves on surface.
End of investigation at 0.3mbgs.
BH111_0.0-0.1
BH111_0.2-0.3
(Color, Texture, Structure)
Sam
ple
ID%
Rec
over
y
Geologic descriptions are based on ASTM Standard D 2487-93 and the USCS.
Description
Blo
w C
ount
US
CS
Cla
ss.
Dep
th(m
.)
Rec
over
y
PID
(ppm
)
Gra
phic
Log
Water Level Initial
0.3 m.NA North
COMMENTS
50 mm.
Fill Material
Method
Static
50 mm.
NA
Hand auger
Top of Casing
Log By G. Harris
NA
Drill Co.
EastTotal Hole Depth
NA
Casing: Dia
Hand auger
Type
Screen: Dia Type/Size
Backfilled / Soil cuttings
Surface Elev.
NA
Rig/Core
Driller
Class 18 uPVC/0.5 mm.Length
11/7/17 Permit #
Length
S. Sullivan
Class 18 uPVC
Diameter
NA
NA
N. Rustle
Hagstorm Drilling
Checked By License No.
Date
NA NA
RAAF Base Tindal
Drilling Log
RAAF Base Tindal PFAS Investigation
Location
Soil Boring
Proj. No.
Project Department of Defence
754-MELEN199420
0090_BH111
0
1
Owner
Page: 1 of 1
CO
FF
EY
EN
VIR
ON
ME
NT
S
Rev
: 28
/1/1
6
754-
ME
LEN
1994
20(S
B).
GP
J I
T_C
OR
P.G
DT
7/
2/1
8
CLS
CL
Fill: Sandy CLAY; medium to high plasticity, brown, fine grained sand, dry.
pieces of wire and wood chip.
CLAY; high plasticity, brown, dry.
End of investigatino at 0.3mbgs.
BH112_0.0-0.1
BH112_0.2-0.3
(Color, Texture, Structure)
Sam
ple
ID%
Rec
over
y
Geologic descriptions are based on ASTM Standard D 2487-93 and the USCS.
Description
Blo
w C
ount
US
CS
Cla
ss.
Dep
th(m
.)
Rec
over
y
PID
(ppm
)
Gra
phic
Log
Water Level Initial
0.3 m.NA North
COMMENTS
50 mm.
Fill Material
Method
Static
50 mm.
NA
Hand auger
Top of Casing
Log By G. Harris
NA
Drill Co.
EastTotal Hole Depth
NA
Casing: Dia
Hand auger
Type
Screen: Dia Type/Size
Backfilled / Soil cuttings
Surface Elev.
NA
Rig/Core
Driller
Class 18 uPVC/0.5 mm.Length
11/7/17 Permit #
Length
S. Sullivan
Class 18 uPVC
Diameter
NA
NA
N. Rustle
Hagstorm Drilling
Checked By License No.
Date
NA NA
RAAF Base Tindal
Drilling Log
RAAF Base Tindal PFAS Investigation
Location
Soil Boring
Proj. No.
Project Department of Defence
754-MELEN199420
0090_BH112
0
1
Owner
Page: 1 of 1
CO
FF
EY
EN
VIR
ON
ME
NT
S
Rev
: 28
/1/1
6
754-
ME
LEN
1994
20(S
B).
GP
J I
T_C
OR
P.G
DT
7/
2/1
8
CLS
Fill: Sandy CLAY; medium to high plasticity, red/brown, fine to mediumgrained sand, traces of coarse angular gravels.
grass and roots present.
End of investigation at 0.3mbgs.
BH113_0.0-0.1
BH113_0.2-0.3
(Color, Texture, Structure)
Sam
ple
ID%
Rec
over
y
Geologic descriptions are based on ASTM Standard D 2487-93 and the USCS.
Description
Blo
w C
ount
US
CS
Cla
ss.
Dep
th(m
.)
Rec
over
y
PID
(ppm
)
Gra
phic
Log
Water Level Initial
0.3 m.NA North
COMMENTS
50 mm.
Fill Material
Method
Static
50 mm.
NA
Hand auger
Top of Casing
Log By G. Harris
NA
Drill Co.
EastTotal Hole Depth
NA
Casing: Dia
Hand auger
Type
Screen: Dia Type/Size
Backfilled / Soil cuttings
Surface Elev.
NA
Rig/Core
Driller
Class 18 uPVC/0.5 mm.Length
11/7/17 Permit #
Length
S. Sullivan
Class 18 uPVC
Diameter
NA
NA
N. Rustle
Hagstorm Drilling
Checked By License No.
Date
NA NA
RAAF Base Tindal
Drilling Log
RAAF Base Tindal PFAS Investigation
Location
Soil Boring
Proj. No.
Project Department of Defence
754-MELEN199420
0090_BH113
0
1
Owner
Page: 1 of 1
CO
FF
EY
EN
VIR
ON
ME
NT
S
Rev
: 28
/1/1
6
754-
ME
LEN
1994
20(S
B).
GP
J I
T_C
OR
P.G
DT
7/
2/1
8
CLS
CH
Fill: Sandy CLAY; medium to high plasticity, dark brown, fine to mediumgrained sand, moist, grass on surface and roots through layer.
CLAY; high plasticity, brown, traces of gravels, fine to coarse grained, white,sub-rounded, dry.
End of investigation at 0.3mbgs.
BH114_0.0-0.1
BH114_0.2-0.3
(Color, Texture, Structure)
Sam
ple
ID%
Rec
over
y
Geologic descriptions are based on ASTM Standard D 2487-93 and the USCS.
Description
Blo
w C
ount
US
CS
Cla
ss.
Dep
th(m
.)
Rec
over
y
PID
(ppm
)
Gra
phic
Log
Water Level Initial
0.3 m.NA North
COMMENTS
50 mm.
Fill Material
Method
Static
50 mm.
NA
Hand auger
Top of Casing
Log By G. Harris
NA
Drill Co.
EastTotal Hole Depth
NA
Casing: Dia
Hand auger
Type
Screen: Dia Type/Size
Backfilled / Soil cuttings
Surface Elev.
NA
Rig/Core
Driller
Class 18 uPVC/0.5 mm.Length
11/7/17 Permit #
Length
S. Sullivan
Class 18 uPVC
Diameter
NA
NA
N. Rustle
Hagstorm Drilling
Checked By License No.
Date
NA NA
RAAF Base Tindal
Drilling Log
RAAF Base Tindal PFAS Investigation
Location
Soil Boring
Proj. No.
Project Department of Defence
754-MELEN199420
0090_BH114
0
1
Owner
Page: 1 of 1
CO
FF
EY
EN
VIR
ON
ME
NT
S
Rev
: 28
/1/1
6
754-
ME
LEN
1994
20(S
B).
GP
J I
T_C
OR
P.G
DT
7/
2/1
8
CLS
CLS
CH
Sandy CLAY; medium plasticity, fine to medium grained clay, medium tocoarse grained sand, orange, brown, with gravels, dry.
Sandy CLAY; medium plasticity, red, orange-brown, grey, medium tocoarsed grained sand, moist.
CLAY; high plasticity, red, orange, fine to medium grained sand, dry,natural, gravels throughout.
sand disappearing.
becomes very stiff, no odour or staining observed.
End of investigation at 2.0mbgs.
BH115_0.0
BH115_0.2
BH115_1.0
BH115_1.5
BH115_2.0
(Color, Texture, Structure)
Sam
ple
ID%
Rec
over
y
Geologic descriptions are based on ASTM Standard D 2487-93 and the USCS.
Description
Blo
w C
ount
US
CS
Cla
ss.
Dep
th(m
.)
Rec
over
y
PID
(ppm
)
Gra
phic
Log
Water Level Initial
2.0 m.NA North
COMMENTS
50 mm.
Fill Material
Method
Static
50 mm.
NA
Hand auger
Top of Casing
Log By E. Del Borrello
NA
Drill Co.
EastTotal Hole Depth
NA
Casing: Dia
Hand auger / Air hammer
Type
Screen: Dia Type/Size
Backfilled / Soil cuttings
Surface Elev.
NA
Rig/Core
Driller
Class 18 uPVC/0.5 mm.Length
12/7/17 Permit #
Length
S. Sullivan
Class 18 uPVC
Diameter
NA
NA
S. Barnes
Star Drilling
Checked By License No.
Date
NA NA
RAAF Base Tindal
Drilling Log
RAAF Base Tindal PFAS Investigation
Location
Soil Boring
Proj. No.
Project Department of Defence
754-MELEN199420
0090_BH115
0
1
2
3
Owner
Page: 1 of 1
CO
FF
EY
EN
VIR
ON
ME
NT
S
Rev
: 28
/1/1
6
754-
ME
LEN
1994
20(S
B).
GP
J I
T_C
OR
P.G
DT
7/
2/1
8
0
10
CLS Sandy CLAY; medium plasticity, brown, fine to medium grained sand, dry,with organic matter and gravels.
becoming slightly moist.
End of investigation at 0.5mbgs.
BH116_0
BH116_0.4
(Color, Texture, Structure)
Sam
ple
ID%
Rec
over
y
Geologic descriptions are based on ASTM Standard D 2487-93 and the USCS.
Description
Blo
w C
ount
US
CS
Cla
ss.
Dep
th(m
.)
Rec
over
y
PID
(ppm
)
Gra
phic
Log
Water Level Initial
0.5 m.NA North
COMMENTS
50 mm.
Fill Material
Method
Static
50 mm.
NA
Hand auger
Top of Casing
Log By E. Del Borrello
NA
Drill Co.
EastTotal Hole Depth
NA
Casing: Dia
Hand auger
Type
Screen: Dia Type/Size
Backfilled / Soil cuttings
Surface Elev.
NA
Rig/Core
Driller
Class 18 uPVC/0.5 mm.Length
17/7/17 Permit #
Length
S. Sullivan
Class 18 uPVC
Diameter
NA
NA
S. Barnes
Star Drilling
Checked By License No.
Date
NA NA
RAAF Base Tindal
Drilling Log
RAAF Base Tindal PFAS Investigation
Location
Soil Boring
Proj. No.
Project Department of Defence
754-MELEN199420
0090_BH116
0
1
2
Owner
Page: 1 of 1
CO
FF
EY
EN
VIR
ON
ME
NT
S
Rev
: 28
/1/1
6
754-
ME
LEN
1994
20(S
B).
GP
J I
T_C
OR
P.G
DT
7/
2/1
8
0 CH CLAY; high plasticity, brown/pale brown, some fine grained sand, dry,organic matter, rare gravels.
becoming slightly moist.
End of investigation at 0.5mbgs.
BH117_0.0QCBH114&QCBH114A
BH117_0.2
BH117_0.4
(Color, Texture, Structure)
Sam
ple
ID%
Rec
over
y
Geologic descriptions are based on ASTM Standard D 2487-93 and the USCS.
Description
Blo
w C
ount
US
CS
Cla
ss.
Dep
th(m
.)
Rec
over
y
PID
(ppm
)
Gra
phic
Log
Water Level Initial
0.5 m.NA North
COMMENTS
50 mm.
Fill Material
Method
Static
50 mm.
NA
Hand auger
Top of Casing
Log By E. Del Borrello
NA
Drill Co.
EastTotal Hole Depth
NA
Casing: Dia
Hand auger
Type
Screen: Dia Type/Size
Backfilled / Soil cuttings
Surface Elev.
NA
Rig/Core
Driller
Class 18 uPVC/0.5 mm.Length
12/7/17 Permit #
Length
S. Sullivan
Class 18 uPVC
Diameter
NA
NA
S. Barnes
Star Drilling
Checked By License No.
Date
NA NA
RAAF Base Tindal
Drilling Log
RAAF Base Tindal PFAS Investigation
Location
Soil Boring
Proj. No.
Project Department of Defence
754-MELEN199420
0090_BH117
0
1
Owner
Page: 1 of 1
CO
FF
EY
EN
VIR
ON
ME
NT
S
Rev
: 28
/1/1
6
754-
ME
LEN
1994
20(S
B).
GP
J I
T_C
OR
P.G
DT
7/
2/1
8
CLS
CH
CH
Sandy CLAY; medium to high plasticity, brown, fine to medium grainedsand, some silt, some gravels, dry, organic matter - grass and leaves.
clay content increasing, gradual colour change from brwon to red-orange, dry.
CLAY; high plasticity, red-orange, some fine grained brown sand, moist,soft.
sand content increasing.
Sandy CLAY; red-orange with grey-yellow mottles, fine to medium grainedsand, loose to soft, moist.
End of investigation at 2.0mbgs.
BH118_0.0
BH118_0.2
BH118_0.4
BH118_1.0
BH118_1.5
BH118_2.0
(Color, Texture, Structure)
Sam
ple
ID%
Rec
over
y
Geologic descriptions are based on ASTM Standard D 2487-93 and the USCS.
Description
Blo
w C
ount
US
CS
Cla
ss.
Dep
th(m
.)
Rec
over
y
PID
(ppm
)
Gra
phic
Log
Water Level Initial
2.0 m.NA North
COMMENTS
50 mm.
Fill Material
Method
Static
50 mm.
NA
Hand auger
Top of Casing
Log By E. Del Borrello
NA
Drill Co.
EastTotal Hole Depth
NA
Casing: Dia
Hand auger / Air hammer
Type
Screen: Dia Type/Size
Backfilled / Soil cuttings
Surface Elev.
NA
Rig/Core
Driller
Class 18 uPVC/0.5 mm.Length
12/7/17 Permit #
Length
S. Sullivan
Class 18 uPVC
Diameter
NA
NA
S. Barnes
Star Drilling
Checked By License No.
Date
NA NA
RAAF Base Tindal
Drilling Log
RAAF Base Tindal PFAS Investigation
Location
Soil Boring
Proj. No.
Project Department of Defence
754-MELEN199420
0090_BH118
0
1
2
3
Owner
Page: 1 of 1
CO
FF
EY
EN
VIR
ON
ME
NT
S
Rev
: 28
/1/1
6
754-
ME
LEN
1994
20(S
B).
GP
J I
T_C
OR
P.G
DT
7/
2/1
8
CLS
Sandy CLAY; medium plasticity, brown, fine grained sand, some gravels,dry, organic matter - grass and leaves.
clay content increasing, colour change from brown to red.
dry.
dry.
End of investigation at 0.5mbgs.
BH119_0.0
BH119_0.2
BH119_0.4
(Color, Texture, Structure)
Sam
ple
ID%
Rec
over
y
Geologic descriptions are based on ASTM Standard D 2487-93 and the USCS.
Description
Blo
w C
ount
US
CS
Cla
ss.
Dep
th(m
.)
Rec
over
y
PID
(ppm
)
Gra
phic
Log
Water Level Initial
0.5 m.NA North
COMMENTS
50 mm.
Fill Material
Method
Static
50 mm.
NA
Hand auger
Top of Casing
Log By E. Del Borrello
NA
Drill Co.
EastTotal Hole Depth
NA
Casing: Dia
Hand auger
Type
Screen: Dia Type/Size
Backfilled / Soil cuttings
Surface Elev.
NA
Rig/Core
Driller
Class 18 uPVC/0.5 mm.Length
12/7/17 Permit #
Length
S. Sullivan
Class 18 uPVC
Diameter
NA
NA
S. Barnes
Star Drilling
Checked By License No.
Date
NA NA
RAAF Base Tindal
Drilling Log
RAAF Base Tindal PFAS Investigation
Location
Soil Boring
Proj. No.
Project Department of Defence
754-MELEN199420
0090_BH119
0
1
Owner
Page: 1 of 1
CO
FF
EY
EN
VIR
ON
ME
NT
S
Rev
: 28
/1/1
6
754-
ME
LEN
1994
20(S
B).
GP
J I
T_C
OR
P.G
DT
7/
2/1
8
CLS
Sandy CLAY; medium plasticity, dark brown, fine grained sand, dry, stiff,with organic matter, grass and leaves, some gravel at surface.dry.clay content increases, dry.dryEnd of investigation at 0.5mbgs.
BH120_0
BH120_0.2
BH120_0.4
(Color, Texture, Structure)
Sam
ple
ID%
Rec
over
y
Geologic descriptions are based on ASTM Standard D 2487-93 and the USCS.
Description
Blo
w C
ount
US
CS
Cla
ss.
Dep
th(m
.)
Rec
over
y
PID
(ppm
)
Gra
phic
Log
Water Level Initial
0.5 m.NA North
COMMENTS
50 mm.
Fill Material
Method
Static
50 mm.
NA
Hand auger
Top of Casing
Log By E. Del Borrello
NA
Drill Co.
EastTotal Hole Depth
NA
Casing: Dia
Hand auger
Type
Screen: Dia Type/Size
Backfilled / Soil cuttings
Surface Elev.
NA
Rig/Core
Driller
Class 18 uPVC/0.5 mm.Length
13/7/17 Permit #
Length
S. Sullivan
Class 18 uPVC
Diameter
NA
NA
S. Barnes
Star Drilling
Checked By License No.
Date
NA NA
RAAF Base Tindal
Drilling Log
RAAF Base Tindal PFAS Investigation
Location
Soil Boring
Proj. No.
Project Department of Defence
754-MELEN199420
0090_BH120
0
1
2
3
4
5
Owner
Page: 1 of 1
CO
FF
EY
EN
VIR
ON
ME
NT
S
Rev
: 28
/1/1
6
754-
ME
LEN
1994
20(S
B).
GP
J I
T_C
OR
P.G
DT
7/
2/1
8
CLS
CH
Sandy CLAY; dark brown, fine grained sand and clay, dry, organic matter -leaves and grass.CLAY; dark brown, hard clay, some sand, dry, clay gravels in hand auger.roots.
End of investigation at 0.5mbgs.
BH121_0.1
BH121_0.2
BH121_0.4
(Color, Texture, Structure)
Sam
ple
ID%
Rec
over
y
Geologic descriptions are based on ASTM Standard D 2487-93 and the USCS.
Description
Blo
w C
ount
US
CS
Cla
ss.
Dep
th(m
.)
Rec
over
y
PID
(ppm
)
Gra
phic
Log
Water Level Initial
0.5 m.NA North
COMMENTS
50 mm.
Fill Material
Method
Static
50 mm.
NA
Hand auger
Top of Casing
Log By E. Del Borrello
NA
Drill Co.
EastTotal Hole Depth
NA
Casing: Dia
Hand auger
Type
Screen: Dia Type/Size
Backfilled / Soil cuttings
Surface Elev.
NA
Rig/Core
Driller
Class 18 uPVC/0.5 mm.Length
13/7/17 Permit #
Length
S. Sullivan
Class 18 uPVC
Diameter
NA
NA
S. Barnes
Star Drilling
Checked By License No.
Date
NA NA
RAAF Base Tindal
Drilling Log
RAAF Base Tindal PFAS Investigation
Location
Soil Boring
Proj. No.
Project Department of Defence
754-MELEN199420
0090_BH121
0
1
2
3
4
Owner
Page: 1 of 1
CO
FF
EY
EN
VIR
ON
ME
NT
S
Rev
: 28
/1/1
6
754-
ME
LEN
1994
20(S
B).
GP
J I
T_C
OR
P.G
DT
7/
2/1
8
CLS
Sandy CLAY; medium to high plasticity, fine grained sand, yellow, brown,dry, some silt, some gravels and organic matter - leaves and grass.
clay content increasing with depth, dry.
dry.
dry.
End of investigation at 0.5mbgs.
BH122_0.0
BH122_0.2
BH122_0.4
(Color, Texture, Structure)
Sam
ple
ID%
Rec
over
y
Geologic descriptions are based on ASTM Standard D 2487-93 and the USCS.
Description
Blo
w C
ount
US
CS
Cla
ss.
Dep
th(m
.)
Rec
over
y
PID
(ppm
)
Gra
phic
Log
Water Level Initial
0.5 m.NA North
COMMENTS
50 mm.
Fill Material
Method
Static
50 mm.
NA
Hand auger
Top of Casing
Log By E. Del Borrello
NA
Drill Co.
EastTotal Hole Depth
NA
Casing: Dia
Hand auger
Type
Screen: Dia Type/Size
Backfilled / Soil cuttings
Surface Elev.
NA
Rig/Core
Driller
Class 18 uPVC/0.5 mm.Length
13/7/17 Permit #
Length
S. Sullivan
Class 18 uPVC
Diameter
NA
NA
S. Barnes
Star Drilling
Checked By License No.
Date
NA NA
RAAF Base Tindal
Drilling Log
RAAF Base Tindal PFAS Investigation
Location
Soil Boring
Proj. No.
Project Department of Defence
754-MELEN199420
0090_BH122
0
1
Owner
Page: 1 of 1
CO
FF
EY
EN
VIR
ON
ME
NT
S
Rev
: 28
/1/1
6
754-
ME
LEN
1994
20(S
B).
GP
J I
T_C
OR
P.G
DT
7/
2/1
8
CLML
Silty CLAY; low to medium plasticity, dark brown, dry.
medium plasticity, brown, dry.
End of investigation at 0.5mbgs.
BH123_0.0-0.1
BH123_0.2-0.3QC&QC A
BH123_0.4-0.5
(Color, Texture, Structure)
Sam
ple
ID%
Rec
over
y
Geologic descriptions are based on ASTM Standard D 2487-93 and the USCS.
Description
Blo
w C
ount
US
CS
Cla
ss.
Dep
th(m
.)
Rec
over
y
PID
(ppm
)
Gra
phic
Log
Water Level Initial
0.5 m.NA North
COMMENTS
50 mm.
Fill Material
Method
Static
50 mm.
NA
Hand auger
Top of Casing
Log By E. Del Borrello
NA
Drill Co.
EastTotal Hole Depth
NA
Casing: Dia
Hand auger
Type
Screen: Dia Type/Size
Backfilled / Soil cuttings
Surface Elev.
NA
Rig/Core
Driller
Class 18 uPVC/0.5 mm.Length
12/7/17 Permit #
Length
S. Sullivan
Class 18 uPVC
Diameter
NA
NA
S. Barnes
Star Drilling
Checked By License No.
Date
NA NA
RAAF Base Tindal
Drilling Log
RAAF Base Tindal PFAS Investigation
Location
Soil Boring
Proj. No.
Project Department of Defence
754-MELEN199420
0090_BH123
0
1
Owner
Page: 1 of 1
CO
FF
EY
EN
VIR
ON
ME
NT
S
Rev
: 28
/1/1
6
754-
ME
LEN
1994
20(S
B).
GP
J I
T_C
OR
P.G
DT
7/
2/1
8
CLML
Silty CLAY; medium plasticity, dark grey-brown, dry, burnt soil.
medium plasticity, brown, dry.
End of investigation at 0.5mbgs.
BH124_0.0-0.1
BH124_0.2-0.3
BH124_0.4-0.5
(Color, Texture, Structure)
Sam
ple
ID%
Rec
over
y
Geologic descriptions are based on ASTM Standard D 2487-93 and the USCS.
Description
Blo
w C
ount
US
CS
Cla
ss.
Dep
th(m
.)
Rec
over
y
PID
(ppm
)
Gra
phic
Log
Water Level Initial
0.5 m.NA North
COMMENTS
50 mm.
Fill Material
Method
Static
50 mm.
NA
Hand auger
Top of Casing
Log By E. Del Borrello
NA
Drill Co.
EastTotal Hole Depth
NA
Casing: Dia
Hand auger
Type
Screen: Dia Type/Size
Backfilled / Soil cuttings
Surface Elev.
NA
Rig/Core
Driller
Class 18 uPVC/0.5 mm.Length
14/7/17 Permit #
Length
S. Sullivan
Class 18 uPVC
Diameter
NA
NA
S. Barnes
Star Drilling
Checked By License No.
Date
NA NA
RAAF Base Tindal
Drilling Log
RAAF Base Tindal PFAS Investigation
Location
Soil Boring
Proj. No.
Project Department of Defence
754-MELEN199420
0090_BH124
0
1
Owner
Page: 1 of 1
CO
FF
EY
EN
VIR
ON
ME
NT
S
Rev
: 28
/1/1
6
754-
ME
LEN
1994
20(S
B).
GP
J I
T_C
OR
P.G
DT
7/
2/1
8
CLML
CH
Silty CLAY; medium plasticity clay, dark brown grey, some fine to mediumgrained sand, dry, organic matter - leaves and grass.
clay content increasing, dry.
CLAY; medium plasticity, yellow, some gravels, dry, stiff.
red, yellow, grey mottles throughout, dry, some gravels.
End of investigation at 1.0mbgs.
BH125_0.0
BH125_0.2
BH125_0.4
BH125_1.0
(Color, Texture, Structure)
Sam
ple
ID%
Rec
over
y
Geologic descriptions are based on ASTM Standard D 2487-93 and the USCS.
Description
Blo
w C
ount
US
CS
Cla
ss.
Dep
th(m
.)
Rec
over
y
PID
(ppm
)
Gra
phic
Log
Water Level Initial
1.0 m.NA North
COMMENTS
50 mm.
Fill Material
Method
Static
50 mm.
NA
Hand auger
Top of Casing
Log By E. Del Borrello
NA
Drill Co.
EastTotal Hole Depth
NA
Casing: Dia
Hand auger
Type
Screen: Dia Type/Size
Backfilled / Soil cuttings
Surface Elev.
NA
Rig/Core
Driller
Class 18 uPVC/0.5 mm.Length
14/7/17 Permit #
Length
S. Sullivan
Class 18 uPVC
Diameter
NA
NA
S. Barnes
Star Drilling
Checked By License No.
Date
NA NA
RAAF Base Tindal
Drilling Log
RAAF Base Tindal PFAS Investigation
Location
Soil Boring
Proj. No.
Project Department of Defence
754-MELEN199420
0090_BH125
0
1
2
Owner
Page: 1 of 1
CO
FF
EY
EN
VIR
ON
ME
NT
S
Rev
: 28
/1/1
6
754-
ME
LEN
1994
20(S
B).
GP
J I
T_C
OR
P.G
DT
7/
2/1
8
CLS
CH
Sandy CLAY; medium to high plasticity, grey-brown, fine grained sand,traces of fine to medium gravels, dry.
CLAY; high plasticity, brown, dry.
End of investigation at 0.45mbgs.
BH126_0.0-0.1
BH126_0.2-0.3
BH126_0.4-0.5
(Color, Texture, Structure)
Sam
ple
ID%
Rec
over
y
Geologic descriptions are based on ASTM Standard D 2487-93 and the USCS.
Description
Blo
w C
ount
US
CS
Cla
ss.
Dep
th(m
.)
Rec
over
y
PID
(ppm
)
Gra
phic
Log
Water Level Initial
0.5 m.NA North
COMMENTS
50 mm.
Fill Material
Method
Static
50 mm.
NA
Hand auger
Top of Casing
Log By E. Del Borrello
NA
Drill Co.
EastTotal Hole Depth
NA
Casing: Dia
Hand auger
Type
Screen: Dia Type/Size
Backfilled / Soil cuttings
Surface Elev.
NA
Rig/Core
Driller
Class 18 uPVC/0.5 mm.Length
17/7/17 Permit #
Length
S. Sullivan
Class 18 uPVC
Diameter
NA
NA
S. Barnes
Star Drilling
Checked By License No.
Date
NA NA
RAAF Base Tindal
Drilling Log
RAAF Base Tindal PFAS Investigation
Location
Soil Boring
Proj. No.
Project Department of Defence
754-MELEN199420
0090_BH126
0
1
Owner
Page: 1 of 1
CO
FF
EY
EN
VIR
ON
ME
NT
S
Rev
: 28
/1/1
6
754-
ME
LEN
1994
20(S
B).
GP
J I
T_C
OR
P.G
DT
7/
2/1
8
CLML
CH
Sandy CLAY; medium plasticity clay, dark brown grey, fine to mediumgrained, dry, organic matter - leaves and grass, some silt present.
CLAY: medium plasticity, brown-yellow, some gravels, dry, stiff.
dry.
medium to high plasticity, red-orange with yellow and grey mottles, some finegrained sand and silt, dry, firm, some rounded gravels.
End of investigation at 1.0mbgs.
BH127_0.0
BH127_0.2
BH127_0.4
BH127_1.0QCBH119&QCBH119A
(Color, Texture, Structure)
Sam
ple
ID%
Rec
over
y
Geologic descriptions are based on ASTM Standard D 2487-93 and the USCS.
Description
Blo
w C
ount
US
CS
Cla
ss.
Dep
th(m
.)
Rec
over
y
PID
(ppm
)
Gra
phic
Log
This area has been extensivelyburnt.
Water Level Initial
1.0 m.NA North
COMMENTS
50 mm.
Fill Material
Method
Static
50 mm.
NA
Hand auger
Top of Casing
Log By E. Del Borrello
NA
Drill Co.
EastTotal Hole Depth
NA
Casing: Dia
Hand auger
Type
Screen: Dia Type/Size
Backfilled / Soil cuttings
Surface Elev.
NA
Rig/Core
Driller
Class 18 uPVC/0.5 mm.Length
17/7/17 Permit #
Length
S. Sullivan
Class 18 uPVC
Diameter
NA
NA
S. Barnes
Star Drilling
Checked By License No.
Date
NA NA
RAAF Base Tindal
Drilling Log
RAAF Base Tindal PFAS Investigation
Location
Soil Boring
Proj. No.
Project Department of Defence
754-MELEN199420
0090_BH127
0
1
2
Owner
Page: 1 of 1
CO
FF
EY
EN
VIR
ON
ME
NT
S
Rev
: 28
/1/1
6
754-
ME
LEN
1994
20(S
B).
GP
J I
T_C
OR
P.G
DT
7/
2/1
8
CLS
CLS
Sandy CLAY; medium plasticity, brown, fine to medium grained sand, somegravels, dry, some organic matter - leaves, roots and grass.
Sandy CLAY; medium plasticity, brown with red and yellow mottles, hardclay - majority of sand was clay gravels, dry.
becomes very hard, bent the push tube, and 60% gravel increase.
End of investigation at 1.0mbgs.
BH128_0
BH128_0.2
BH128_0.4
BH128_1.0
(Color, Texture, Structure)
Sam
ple
ID%
Rec
over
y
Geologic descriptions are based on ASTM Standard D 2487-93 and the USCS.
Description
Blo
w C
ount
US
CS
Cla
ss.
Dep
th(m
.)
Rec
over
y
PID
(ppm
)
Gra
phic
Log
Location moved into settlementpond area. Sample at 0.4-0.5 &1.0-1.1 taken push tube.
Water Level Initial
1.0 m.NA North
COMMENTS
50 mm.
Fill Material
Method
Static
50 mm.
NA
Hand auger
Top of Casing
Log By E. Del Borrello
NA
Drill Co.
EastTotal Hole Depth
NA
Casing: Dia
Air Hammer / Push tube
Type
Screen: Dia Type/Size
Backfilled / Soil cuttings
Surface Elev.
NA
Rig/Core
Driller
Class 18 uPVC/0.5 mm.Length
17/7/17 Permit #
Length
S. Sullivan
Class 18 uPVC
Diameter
NA
NA
S. Barnes
Star Drilling
Checked By License No.
Date
NA NA
RAAF Base Tindal
Drilling Log
RAAF Base Tindal PFAS Investigation
Location
Soil Boring
Proj. No.
Project Department of Defence
754-MELEN199420
0090_BH128
0
1
2
Owner
Page: 1 of 1
CO
FF
EY
EN
VIR
ON
ME
NT
S
Rev
: 28
/1/1
6
754-
ME
LEN
1994
20(S
B).
GP
J I
T_C
OR
P.G
DT
7/
2/1
8
CLS
Sandy CLAY; medium plasticity, yellow, brown, fine to medium grainedsand, some small gravels, dry, organic matter - grass and leaves.
dry.
dry.
End of investigation at 0.5mbgs.
BH129_0.0
BH129_0.2
BH129_0.4
(Color, Texture, Structure)
Sam
ple
ID%
Rec
over
y
Geologic descriptions are based on ASTM Standard D 2487-93 and the USCS.
Description
Blo
w C
ount
US
CS
Cla
ss.
Dep
th(m
.)
Rec
over
y
PID
(ppm
)
Gra
phic
Log
This area has been burnt.
Water Level Initial
0.5 m.NA North
COMMENTS
50 mm.
Fill Material
Method
Static
50 mm.
NA
Hand auger
Top of Casing
Log By E. Del Borrello
NA
Drill Co.
EastTotal Hole Depth
NA
Casing: Dia
Air Hammer
Type
Screen: Dia Type/Size
Backfilled / Soil cuttings
Surface Elev.
NA
Rig/Core
Driller
Class 18 uPVC/0.5 mm.Length
17/7/17 Permit #
Length
S. Sullivan
Class 18 uPVC
Diameter
NA
NA
S. Barnes
Star Drilling
Checked By License No.
Date
NA NA
RAAF Base Tindal
Drilling Log
RAAF Base Tindal PFAS Investigation
Location
Soil Boring
Proj. No.
Project Department of Defence
754-MELEN199420
0090_BH129
0
1
Owner
Page: 1 of 1
CO
FF
EY
EN
VIR
ON
ME
NT
S
Rev
: 28
/1/1
6
754-
ME
LEN
1994
20(S
B).
GP
J I
T_C
OR
P.G
DT
7/
2/1
8
CLS
CH
Sandy CLAY; high plasticity clay, pale brown, fine to medium grined sand,some gravels, dry, some soft grass.
CLAY; medium plasticity, dark brown with red and yellow mottles, some finegrained sand, dry, hard (came up as gravels).sand content decreases.
medium plasticity, red, with yellow and brown mottles, dry, stiff.
becomes harder.
End of investigation at 1.0mbgs.
BH130_0
BH130_0.2
BH130_0.4
BH130_1.0
(Color, Texture, Structure)
Sam
ple
ID%
Rec
over
y
Geologic descriptions are based on ASTM Standard D 2487-93 and the USCS.
Description
Blo
w C
ount
US
CS
Cla
ss.
Dep
th(m
.)
Rec
over
y
PID
(ppm
)
Gra
phic
Log
Water Level Initial
1.0 m.NA North
COMMENTS
50 mm.
Fill Material
Method
Static
50 mm.
NA
Hand auger
Top of Casing
Log By E. Del Borrello
NA
Drill Co.
EastTotal Hole Depth
NA
Casing: Dia
Air Hammer / Push tube
Type
Screen: Dia Type/Size
Backfilled / Soil cuttings
Surface Elev.
NA
Rig/Core
Driller
Class 18 uPVC/0.5 mm.Length
17/7/17 Permit #
Length
S. Sullivan
Class 18 uPVC
Diameter
NA
NA
S. Barnes
Star Drilling
Checked By License No.
Date
NA NA
RAAF Base Tindal
Drilling Log
RAAF Base Tindal PFAS Investigation
Location
Soil Boring
Proj. No.
Project Department of Defence
754-MELEN199420
0090_BH130
0
1
2
Owner
Page: 1 of 1
CO
FF
EY
EN
VIR
ON
ME
NT
S
Rev
: 28
/1/1
6
754-
ME
LEN
1994
20(S
B).
GP
J I
T_C
OR
P.G
DT
7/
2/1
8
CLML
Silty CLAY; medium plasticity, pale brown, fine grained, dry, some organicmatter.
colour changes to yellow.
clay becomes more red, dry.
becomes more dense, clay gravels in auger.
dry.
End of investigatino at 0.5mbgs.
BH131_0.0
BH131_0.2
BH131_0.4
(Color, Texture, Structure)
Sam
ple
ID%
Rec
over
y
Geologic descriptions are based on ASTM Standard D 2487-93 and the USCS.
Description
Blo
w C
ount
US
CS
Cla
ss.
Dep
th(m
.)
Rec
over
y
PID
(ppm
)
Gra
phic
Log
Water Level Initial
0.5 m.NA North
COMMENTS
50 mm.
Fill Material
Method
Static
50 mm.
NA
Hand auger
Top of Casing
Log By E. Del Borrello
NA
Drill Co.
EastTotal Hole Depth
NA
Casing: Dia
Hand auger
Type
Screen: Dia Type/Size
Backfilled / Soil cuttings
Surface Elev.
NA
Rig/Core
Driller
Class 18 uPVC/0.5 mm.Length
17/7/17 Permit #
Length
S. Sullivan
Class 18 uPVC
Diameter
NA
NA
S. Barnes
Star Drilling
Checked By License No.
Date
NA NA
RAAF Base Tindal
Drilling Log
RAAF Base Tindal PFAS Investigation
Location
Soil Boring
Proj. No.
Project Department of Defence
754-MELEN199420
0090_BH131
0
1
Owner
Page: 1 of 1
CO
FF
EY
EN
VIR
ON
ME
NT
S
Rev
: 28
/1/1
6
754-
ME
LEN
1994
20(S
B).
GP
J I
T_C
OR
P.G
DT
7/
2/1
8
CLS
CL
Sandy CLAY; medium plasticity, brown, fine to medium grained sand, somesmall gravels, dry, some organic matter - leaves, roots and grass.
CLAY; low plasticity, dark brown, comes up as gravels, dry, hard.
dry.
BH132_0.0
BH132_0.2
BH132_0.4
BH132_1.0
(Color, Texture, Structure)
Sam
ple
ID%
Rec
over
y
Geologic descriptions are based on ASTM Standard D 2487-93 and the USCS.
Description
Blo
w C
ount
US
CS
Cla
ss.
Dep
th(m
.)
Rec
over
y
PID
(ppm
)
Gra
phic
Log
Water Level Initial
1.0 m.NA North
COMMENTS
50 mm.
Fill Material
Method
Static
50 mm.
NA
Hand auger
Top of Casing
Log By E. Del Borrello
NA
Drill Co.
EastTotal Hole Depth
NA
Casing: Dia
Hand auger
Type
Screen: Dia Type/Size
Backfilled / Soil cuttings
Surface Elev.
NA
Rig/Core
Driller
Class 18 uPVC/0.5 mm.Length
17/7/17 Permit #
Length
S. Sullivan
Class 18 uPVC
Diameter
NA
NA
S. Barnes
Star Drilling
Checked By License No.
Date
NA NA
RAAF Base Tindal
Drilling Log
RAAF Base Tindal PFAS Investigation
Location
Soil Boring
Proj. No.
Project Department of Defence
754-MELEN199420
0090_BH132
0
1
2
Owner
Page: 1 of 1
CO
FF
EY
EN
VIR
ON
ME
NT
S
Rev
: 28
/1/1
6
754-
ME
LEN
1994
20(S
B).
GP
J I
T_C
OR
P.G
DT
7/
2/1
8
CLS
Sandy CLAY; medium plasticity, pale brown, fine grained sand, dry, someorganic matter - grass.
becomes harder, red/orange
clay content increasing, dry.
End of investigation at 0.5mbgs.
BH133_0.0
BH133_0.2
BH133_0.4
(Color, Texture, Structure)
Sam
ple
ID%
Rec
over
y
Geologic descriptions are based on ASTM Standard D 2487-93 and the USCS.
Description
Blo
w C
ount
US
CS
Cla
ss.
Dep
th(m
.)
Rec
over
y
PID
(ppm
)
Gra
phic
Log
Water Level Initial
0.5 m.NA North
COMMENTS
50 mm.
Fill Material
Method
Static
50 mm.
NA
Hand auger
Top of Casing
Log By E. Del Borrello
NA
Drill Co.
EastTotal Hole Depth
NA
Casing: Dia
Hand auger
Type
Screen: Dia Type/Size
Backfilled / Soil cuttings
Surface Elev.
NA
Rig/Core
Driller
Class 18 uPVC/0.5 mm.Length
17/7/17 Permit #
Length
S. Sullivan
Class 18 uPVC
Diameter
NA
NA
S. Barnes
Star Drilling
Checked By License No.
Date
NA NA
RAAF Base Tindal
Drilling Log
RAAF Base Tindal PFAS Investigation
Location
Soil Boring
Proj. No.
Project Department of Defence
754-MELEN199420
0090_BH133
0
1
Owner
Page: 1 of 1
CO
FF
EY
EN
VIR
ON
ME
NT
S
Rev
: 28
/1/1
6
754-
ME
LEN
1994
20(S
B).
GP
J I
T_C
OR
P.G
DT
7/
2/1
8
CLS
CLG
GM
CG
Sandy CLAY; medium plasticity, grey to brown, dry.
Gravelly CLAY; medium to high plasticity, brown, fine to coarse,sub-rounded to sub-angular gravels, dry.Clayey GRAVEL; fine to coarse grained gravel, brown, sub-rounded toangular, dry, with white limestone gravels.
Silty GRAVELS; fine to coarse white gravels, round to sub-rounded, dry,limestone.
End of investigation at 1.0mbgs.
BH134_0.0-0.1
BH134_0.2-0.3
BH134_0.4-0.5
BH134_0.9-1.0
(Color, Texture, Structure)
Sam
ple
ID%
Rec
over
y
Geologic descriptions are based on ASTM Standard D 2487-93 and the USCS.
Description
Blo
w C
ount
US
CS
Cla
ss.
Dep
th(m
.)
Rec
over
y
PID
(ppm
)
Gra
phic
Log
Water Level Initial
1.0 m.NA North
COMMENTS
50 mm.
Fill Material
Method
Static
50 mm.
NA
Hand auger
Top of Casing
Log By E. Del Borrello
NA
Drill Co.
EastTotal Hole Depth
NA
Casing: Dia
Hand auger
Type
Screen: Dia Type/Size
Backfilled / Soil cuttings
Surface Elev.
NA
Rig/Core
Driller
Class 18 uPVC/0.5 mm.Length
17/7/17 Permit #
Length
S. Sullivan
Class 18 uPVC
Diameter
NA
NA
S. Barnes
Star Drilling
Checked By License No.
Date
NA NA
RAAF Base Tindal
Drilling Log
RAAF Base Tindal PFAS Investigation
Location
Soil Boring
Proj. No.
Project Department of Defence
754-MELEN199420
0090_BH134
0
1
2
Owner
Page: 1 of 1
CO
FF
EY
EN
VIR
ON
ME
NT
S
Rev
: 28
/1/1
6
754-
ME
LEN
1994
20(S
B).
GP
J I
T_C
OR
P.G
DT
7/
2/1
8
CLML
Sandy CLAY; medium plasticity, pale brown, fine grained sand, dry, someorganic matter - grass and leaves.
becomes more red-orange, dry.
becomes harder, clay content increases, dry.
End of investigation at 0.5mbgs.
BH135_0.0
BH135_0.2
BH135_0.4
(Color, Texture, Structure)
Sam
ple
ID%
Rec
over
y
Geologic descriptions are based on ASTM Standard D 2487-93 and the USCS.
Description
Blo
w C
ount
US
CS
Cla
ss.
Dep
th(m
.)
Rec
over
y
PID
(ppm
)
Gra
phic
Log
Water Level Initial
0.5 m.NA North
COMMENTS
50 mm.
Fill Material
Method
Static
50 mm.
NA
Hand auger
Top of Casing
Log By E. Del Borrello
NA
Drill Co.
EastTotal Hole Depth
NA
Casing: Dia
Hand auger
Type
Screen: Dia Type/Size
Backfilled / Soil cuttings
Surface Elev.
NA
Rig/Core
Driller
Class 18 uPVC/0.5 mm.Length
17/7/17 Permit #
Length
S. Sullivan
Class 18 uPVC
Diameter
NA
NA
S. Barnes
Star Drilling
Checked By License No.
Date
NA NA
RAAF Base Tindal
Drilling Log
RAAF Base Tindal PFAS Investigation
Location
Soil Boring
Proj. No.
Project Department of Defence
754-MELEN199420
0090_BH135
0
1
Owner
Page: 1 of 1
CO
FF
EY
EN
VIR
ON
ME
NT
S
Rev
: 28
/1/1
6
754-
ME
LEN
1994
20(S
B).
GP
J I
T_C
OR
P.G
DT
7/
2/1
8
CLS
Silty CLAY; medium plasticity, grey/brown, fine grained, dry.
medium plasticity, brown, fine grained sand, dry.
End of investigation at 0.5mbgs.
BH136_0.0-0.1
BH136_0.2-0.3
BH136_0.4-0.5
(Color, Texture, Structure)
Sam
ple
ID%
Rec
over
y
Geologic descriptions are based on ASTM Standard D 2487-93 and the USCS.
Description
Blo
w C
ount
US
CS
Cla
ss.
Dep
th(m
.)
Rec
over
y
PID
(ppm
)
Gra
phic
Log
Water Level Initial
0.5 m.NA North
COMMENTS
50 mm.
Fill Material
Method
Static
50 mm.
NA
Hand auger
Top of Casing
Log By G. Harris
NA
Drill Co.
EastTotal Hole Depth
NA
Casing: Dia
Hand auger
Type
Screen: Dia Type/Size
Backfilled / Soil cuttings
Surface Elev.
NA
Rig/Core
Driller
Class 18 uPVC/0.5 mm.Length
18/7/17 Permit #
Length
S. Sullivan
Class 18 uPVC
Diameter
NA
NA
N. Rustle
Hagstorm Drilling
Checked By License No.
Date
NA NA
RAAF Base Tindal
Drilling Log
RAAF Base Tindal PFAS Investigation
Location
Soil Boring
Proj. No.
Project Department of Defence
754-MELEN199420
0090_BH136
0
1
Owner
Page: 1 of 1
CO
FF
EY
EN
VIR
ON
ME
NT
S
Rev
: 28
/1/1
6
754-
ME
LEN
1994
20(S
B).
GP
J I
T_C
OR
P.G
DT
7/
2/1
8
CLS
Sandy CLAY; medium plasticity, grey to brown, fine grained sand, moist.
medium to high plasticity, dark brown, fine grained sand, moist.
End of investigation at 0.5mbgs.
BH137_0.0-0.1
BH137_0.2-0.3
BH137_0.4-0.5QCBH
(Color, Texture, Structure)
Sam
ple
ID%
Rec
over
y
Geologic descriptions are based on ASTM Standard D 2487-93 and the USCS.
Description
Blo
w C
ount
US
CS
Cla
ss.
Dep
th(m
.)
Rec
over
y
PID
(ppm
)
Gra
phic
Log
Water Level Initial
0.5 m.NA North
COMMENTS
50 mm.
Fill Material
Method
Static
50 mm.
NA
Hand auger
Top of Casing
Log By G. Harris
NA
Drill Co.
EastTotal Hole Depth
NA
Casing: Dia
Hand auger
Type
Screen: Dia Type/Size
Backfilled / Soil cuttings
Surface Elev.
NA
Rig/Core
Driller
Class 18 uPVC/0.5 mm.Length
18/7/17 Permit #
Length
S. Sullivan
Class 18 uPVC
Diameter
NA
NA
N. Rustle
Hagstorm Drilling
Checked By License No.
Date
NA NA
RAAF Base Tindal
Drilling Log
RAAF Base Tindal PFAS Investigation
Location
Soil Boring
Proj. No.
Project Department of Defence
754-MELEN199420
0090_BH137
0
1
Owner
Page: 1 of 1
CO
FF
EY
EN
VIR
ON
ME
NT
S
Rev
: 28
/1/1
6
754-
ME
LEN
1994
20(S
B).
GP
J I
T_C
OR
P.G
DT
7/
2/1
8
CLS
Sandy CLAY; low plasticity, grey, fine to medium grained sand, dry.
low to medium plasticity, brown, fine to medium grained sand, dry.
End of investigation at 0.5mbgs.
BH138_0.0-0.1
BH138_0.2-0.3
BH138_0.4-0.5
(Color, Texture, Structure)
Sam
ple
ID%
Rec
over
y
Geologic descriptions are based on ASTM Standard D 2487-93 and the USCS.
Description
Blo
w C
ount
US
CS
Cla
ss.
Dep
th(m
.)
Rec
over
y
PID
(ppm
)
Gra
phic
Log
Water Level Initial
0.5 m.NA North
COMMENTS
50 mm.
Fill Material
Method
Static
50 mm.
NA
Hand auger
Top of Casing
Log By G. Harris
NA
Drill Co.
EastTotal Hole Depth
NA
Casing: Dia
Hand auger
Type
Screen: Dia Type/Size
Backfilled / Soil cuttings
Surface Elev.
NA
Rig/Core
Driller
Class 18 uPVC/0.5 mm.Length
18/7/17 Permit #
Length
S. Sullivan
Class 18 uPVC
Diameter
NA
NA
N. Rustle
Hagstorm Drilling
Checked By License No.
Date
NA NA
RAAF Base Tindal
Drilling Log
RAAF Base Tindal PFAS Investigation
Location
Soil Boring
Proj. No.
Project Department of Defence
754-MELEN199420
0090_BH138
0
1
Owner
Page: 1 of 1
CO
FF
EY
EN
VIR
ON
ME
NT
S
Rev
: 28
/1/1
6
754-
ME
LEN
1994
20(S
B).
GP
J I
T_C
OR
P.G
DT
7/
2/1
8
CLS
CLML
Sandy CLAY; medium plasticity, grey to brown, fine grained sand, dry, grasson surface and grass roots through first layer.
Silty CLAY; high plasticity, brown, dry.
End of investigation at 0.5mbgs.
BH139_0.0-0.1
BH139_0.2-0.8
BH139_0.4-0.5
(Color, Texture, Structure)
Sam
ple
ID%
Rec
over
y
Geologic descriptions are based on ASTM Standard D 2487-93 and the USCS.
Description
Blo
w C
ount
US
CS
Cla
ss.
Dep
th(m
.)
Rec
over
y
PID
(ppm
)
Gra
phic
Log
Water Level Initial
0.5 m.NA North
COMMENTS
50 mm.
Fill Material
Method
Static
50 mm.
NA
Hand auger
Top of Casing
Log By G. Harris
NA
Drill Co.
EastTotal Hole Depth
NA
Casing: Dia
Hand auger
Type
Screen: Dia Type/Size
Backfilled / Soil cuttings
Surface Elev.
NA
Rig/Core
Driller
Class 18 uPVC/0.5 mm.Length
18/7/17 Permit #
Length
S. Sullivan
Class 18 uPVC
Diameter
NA
NA
N. Rustle
Hagstorm Drilling
Checked By License No.
Date
NA NA
RAAF Base Tindal
Drilling Log
RAAF Base Tindal PFAS Investigation
Location
Soil Boring
Proj. No.
Project Department of Defence
754-MELEN199420
0090_BH139
0
1
Owner
Page: 1 of 1
CO
FF
EY
EN
VIR
ON
ME
NT
S
Rev
: 28
/1/1
6
754-
ME
LEN
1994
20(S
B).
GP
J I
T_C
OR
P.G
DT
7/
2/1
8
CLS
CH
Sandy CLAY; low to medium plasticity, grey-brown, fine to medium grainedsand, dry, grass on surface.
CLAY; high plasticity, red to brown, trace of fine grained sand, moist.
End of investigation at 0.5mbgs.
BH140_0.0-0.1
BH140_0.2-0.3
BH140_0.4-0.5
(Color, Texture, Structure)
Sam
ple
ID%
Rec
over
y
Geologic descriptions are based on ASTM Standard D 2487-93 and the USCS.
Description
Blo
w C
ount
US
CS
Cla
ss.
Dep
th(m
.)
Rec
over
y
PID
(ppm
)
Gra
phic
Log
Water Level Initial
0.5 m.NA North
COMMENTS
50 mm.
Fill Material
Method
Static
50 mm.
NA
Hand auger
Top of Casing
Log By G. Harris
NA
Drill Co.
EastTotal Hole Depth
NA
Casing: Dia
Hand auger
Type
Screen: Dia Type/Size
Backfilled / Soil cuttings
Surface Elev.
NA
Rig/Core
Driller
Class 18 uPVC/0.5 mm.Length
18/7/17 Permit #
Length
S. Sullivan
Class 18 uPVC
Diameter
NA
NA
N. Rustle
Hagstorm Drilling
Checked By License No.
Date
NA NA
RAAF Base Tindal
Drilling Log
RAAF Base Tindal PFAS Investigation
Location
Soil Boring
Proj. No.
Project Department of Defence
754-MELEN199420
0090_BH140
0
1
Owner
Page: 1 of 1
CO
FF
EY
EN
VIR
ON
ME
NT
S
Rev
: 28
/1/1
6
754-
ME
LEN
1994
20(S
B).
GP
J I
T_C
OR
P.G
DT
7/
2/1
8
CLS
CLML
Sandy CLAY; low to medium plasticity, dark brown, fine to medium grainedsand, dry.
Silty CLAY; high plasticity, red to brown, dry.
End of investigation at 0.5mbgs.
BH141_0.0-0.1
BH141_0.2-0.3
BH141_0.4-0.5
(Color, Texture, Structure)
Sam
ple
ID%
Rec
over
y
Geologic descriptions are based on ASTM Standard D 2487-93 and the USCS.
Description
Blo
w C
ount
US
CS
Cla
ss.
Dep
th(m
.)
Rec
over
y
PID
(ppm
)
Gra
phic
Log
Water Level Initial
0.5 m.NA North
COMMENTS
50 mm.
Fill Material
Method
Static
50 mm.
NA
Hand auger
Top of Casing
Log By G. Harris
NA
Drill Co.
EastTotal Hole Depth
NA
Casing: Dia
Hand auger
Type
Screen: Dia Type/Size
Backfilled / Soil cuttings
Surface Elev.
NA
Rig/Core
Driller
Class 18 uPVC/0.5 mm.Length
18/7/17 Permit #
Length
S. Sullivan
Class 18 uPVC
Diameter
NA
NA
N. Rustle
Hagstorm Drilling
Checked By License No.
Date
NA NA
RAAF Base Tindal
Drilling Log
RAAF Base Tindal PFAS Investigation
Location
Soil Boring
Proj. No.
Project Department of Defence
754-MELEN199420
0090_BH141
0
1
Owner
Page: 1 of 1
CO
FF
EY
EN
VIR
ON
ME
NT
S
Rev
: 28
/1/1
6
754-
ME
LEN
1994
20(S
B).
GP
J I
T_C
OR
P.G
DT
7/
2/1
8
CLML
Sandy CLAY; medium plasticity, dark brown, fine grained sand, some silt,moisture from spinkler, 0.05m thick grass with roots.
sand content decreases, clay content increases with dept, moist.
red mottles through clay.
medium to high plasticity clay, moist.
End of investigation at 0.5mbgs.
BH142_0.0
BH142_0.2
BH142_0.4
(Color, Texture, Structure)
Sam
ple
ID%
Rec
over
y
Geologic descriptions are based on ASTM Standard D 2487-93 and the USCS.
Description
Blo
w C
ount
US
CS
Cla
ss.
Dep
th(m
.)
Rec
over
y
PID
(ppm
)
Gra
phic
Log
Sprinklers were on at 1pm, soillogged at 2:10pm.
Water Level Initial
0.5 m.NA North
COMMENTS
50 mm.
Fill Material
Method
Static
50 mm.
NA
Hand auger
Top of Casing
Log By G. Harris
NA
Drill Co.
EastTotal Hole Depth
NA
Casing: Dia
Hand auger
Type
Screen: Dia Type/Size
Backfilled / Soil cuttings
Surface Elev.
NA
Rig/Core
Driller
Class 18 uPVC/0.5 mm.Length
18/7/17 Permit #
Length
S. Sullivan
Class 18 uPVC
Diameter
NA
NA
N. Rustle
Hagstorm Drilling
Checked By License No.
Date
NA NA
RAAF Base Tindal
Drilling Log
RAAF Base Tindal PFAS Investigation
Location
Soil Boring
Proj. No.
Project Department of Defence
754-MELEN199420
0090_BH142
0
1
Owner
Page: 1 of 1
CO
FF
EY
EN
VIR
ON
ME
NT
S
Rev
: 28
/1/1
6
754-
ME
LEN
1994
20(S
B).
GP
J I
T_C
OR
P.G
DT
7/
2/1
8
CH
CLS
Sandy CLAY; low plasticity, grey, fine to medium grained sand, dry, grasson surface.
CLAY; medium to high plasticity, brown, dry.
End of investigation at 0.5mbgs.
BH143_0.0-0.1
BH143_0.2-0.3QCBH124&QCBH124A
BH143_0.4-0.5
(Color, Texture, Structure)
Sam
ple
ID%
Rec
over
y
Geologic descriptions are based on ASTM Standard D 2487-93 and the USCS.
Description
Blo
w C
ount
US
CS
Cla
ss.
Dep
th(m
.)
Rec
over
y
PID
(ppm
)
Gra
phic
Log
Water Level Initial
0.5 m.NA North
COMMENTS
50 mm.
Fill Material
Method
Static
50 mm.
NA
Hand auger
Top of Casing
Log By G. Harris
NA
Drill Co.
EastTotal Hole Depth
NA
Casing: Dia
Hand auger
Type
Screen: Dia Type/Size
Backfilled / Soil cuttings
Surface Elev.
NA
Rig/Core
Driller
Class 18 uPVC/0.5 mm.Length
18/7/17 Permit #
Length
S. Sullivan
Class 18 uPVC
Diameter
NA
NA
N. Rustle
Hagstorm Drilling
Checked By License No.
Date
NA NA
RAAF Base Tindal
Drilling Log
RAAF Base Tindal PFAS Investigation
Location
Soil Boring
Proj. No.
Project Department of Defence
754-MELEN199420
0090_BH143
0
1
Owner
Page: 1 of 1
CO
FF
EY
EN
VIR
ON
ME
NT
S
Rev
: 28
/1/1
6
754-
ME
LEN
1994
20(S
B).
GP
J I
T_C
OR
P.G
DT
7/
2/1
8
CLS
CLML
Sandy CLAY; low plasticity, grey, fine to medium grained sand, dry.
Silty CLAY; medium to high plasticity, orange-brown, dry.
End of investigatino at 0.5mbgs.
BH144_0.0-0.1
BH144_0.2-0.3
BH144_0.4-0.5
(Color, Texture, Structure)
Sam
ple
ID%
Rec
over
y
Geologic descriptions are based on ASTM Standard D 2487-93 and the USCS.
Description
Blo
w C
ount
US
CS
Cla
ss.
Dep
th(m
.)
Rec
over
y
PID
(ppm
)
Gra
phic
Log
Water Level Initial
0.5 m.NA North
COMMENTS
50 mm.
Fill Material
Method
Static
50 mm.
NA
Hand auger
Top of Casing
Log By G. Harris
NA
Drill Co.
EastTotal Hole Depth
NA
Casing: Dia
Hand auger
Type
Screen: Dia Type/Size
Backfilled / Soil cuttings
Surface Elev.
NA
Rig/Core
Driller
Class 18 uPVC/0.5 mm.Length
18/7/17 Permit #
Length
S. Sullivan
Class 18 uPVC
Diameter
NA
NA
N. Rustle
Hagstorm Drilling
Checked By License No.
Date
NA NA
RAAF Base Tindal
Drilling Log
RAAF Base Tindal PFAS Investigation
Location
Soil Boring
Proj. No.
Project Department of Defence
754-MELEN199420
0090_BH144
0
1
Owner
Page: 1 of 1
CO
FF
EY
EN
VIR
ON
ME
NT
S
Rev
: 28
/1/1
6
754-
ME
LEN
1994
20(S
B).
GP
J I
T_C
OR
P.G
DT
7/
2/1
8
CLS
CLML
Sandy CLAY; low to medium plasticity, grey-brown, fine to medium grainedsand, moist, grass on surface.
Silty CLAY; high plasticity, brown, moist.
End of investigation at 0.5mbgs.
BH145_0.0-0.1
BH145_0.2-0.3
BH145_0.4-0.5
(Color, Texture, Structure)
Sam
ple
ID%
Rec
over
y
Geologic descriptions are based on ASTM Standard D 2487-93 and the USCS.
Description
Blo
w C
ount
US
CS
Cla
ss.
Dep
th(m
.)
Rec
over
y
PID
(ppm
)
Gra
phic
Log
Water Level Initial
0.5 m.NA North
COMMENTS
50 mm.
Fill Material
Method
Static
50 mm.
NA
Hand auger
Top of Casing
Log By G. Harris
NA
Drill Co.
EastTotal Hole Depth
NA
Casing: Dia
Hand auger
Type
Screen: Dia Type/Size
Backfilled / Soil cuttings
Surface Elev.
NA
Rig/Core
Driller
Class 18 uPVC/0.5 mm.Length
18/7/17 Permit #
Length
S. Sullivan
Class 18 uPVC
Diameter
NA
NA
N. Rustle
Hagstorm Drilling
Checked By License No.
Date
NA NA
RAAF Base Tindal
Drilling Log
RAAF Base Tindal PFAS Investigation
Location
Soil Boring
Proj. No.
Project Department of Defence
754-MELEN199420
0090_BH145
0
1
Owner
Page: 1 of 1
CO
FF
EY
EN
VIR
ON
ME
NT
S
Rev
: 28
/1/1
6
754-
ME
LEN
1994
20(S
B).
GP
J I
T_C
OR
P.G
DT
7/
2/1
8
SW
SAND; fine to medium grained, grey, dry.
fine to medium grained, orange to brown, moist.
End of investigation at 0.5mbgs.
BH146_0.0-0.1
BH146_0.2-0.3
BH146_0.4-0.5
(Color, Texture, Structure)
Sam
ple
ID%
Rec
over
y
Geologic descriptions are based on ASTM Standard D 2487-93 and the USCS.
Description
Blo
w C
ount
US
CS
Cla
ss.
Dep
th(m
.)
Rec
over
y
PID
(ppm
)
Gra
phic
Log
Water Level Initial
0.5 m.NA North
COMMENTS
50 mm.
Fill Material
Method
Static
50 mm.
NA
Hand auger
Top of Casing
Log By G. Harris
NA
Drill Co.
EastTotal Hole Depth
NA
Casing: Dia
Hand auger
Type
Screen: Dia Type/Size
Backfilled / Soil cuttings
Surface Elev.
NA
Rig/Core
Driller
Class 18 uPVC/0.5 mm.Length
4/8/17 Permit #
Length
S. Sullivan
Class 18 uPVC
Diameter
NA
NA
N. Rustle
Hagstorm Drilling
Checked By License No.
Date
NA NA
RAAF Base Tindal
Drilling Log
RAAF Base Tindal PFAS Investigation
Location
Soil Boring
Proj. No.
Project Department of Defence
754-MELEN199420
0090_BH146
0
1
Owner
Page: 1 of 1
CO
FF
EY
EN
VIR
ON
ME
NT
S
Rev
: 28
/1/1
6
754-
ME
LEN
1994
20(S
B).
GP
J I
T_C
OR
P.G
DT
7/
2/1
8
SC
CLG
CLS
Clayey SAND; black, dry, loose.
Gravelly CLAY; low plasticity, dry, with some sand, dry, medium density.
Sandy CLAY; low plasticity, brown, fine grained, with some gravel, dry,medium density.
End of investigation at 0.5mbgs.
BH147_0.0
BH147_0.2
BH147_0.5
(Color, Texture, Structure)
Sam
ple
ID%
Rec
over
y
Geologic descriptions are based on ASTM Standard D 2487-93 and the USCS.
Description
Blo
w C
ount
US
CS
Cla
ss.
Dep
th(m
.)
Rec
over
y
PID
(ppm
)
Gra
phic
Log
Water Level Initial
0.5 m.NA North
COMMENTS
50 mm.
Fill Material
Method
Static
50 mm.
NA
Hand auger
Top of Casing
Log By G. Harris
NA
Drill Co.
EastTotal Hole Depth
NA
Casing: Dia
Hand auger
Type
Screen: Dia Type/Size
Backfilled / Soil cuttings
Surface Elev.
NA
Rig/Core
Driller
Class 18 uPVC/0.5 mm.Length
4/8/17 Permit #
Length
S. Sullivan
Class 18 uPVC
Diameter
NA
NA
N. Rustle
Hagstorm Drilling
Checked By License No.
Date
NA NA
RAAF Base Tindal
Drilling Log
RAAF Base Tindal PFAS Investigation
Location
Soil Boring
Proj. No.
Project Department of Defence
754-MELEN199420
0090_BH147
0
1
Owner
Page: 1 of 1
CO
FF
EY
EN
VIR
ON
ME
NT
S
Rev
: 28
/1/1
6
754-
ME
LEN
1994
20(S
B).
GP
J I
T_C
OR
P.G
DT
7/
2/1
8
SC
Clayey SAND; brown, fine grained, with angular cobbles, dry, mediumdensity.
End of investigation at 0.3mbgs.
(Color, Texture, Structure)
Sam
ple
ID%
Rec
over
y
Geologic descriptions are based on ASTM Standard D 2487-93 and the USCS.
Description
Blo
w C
ount
US
CS
Cla
ss.
Dep
th(m
.)
Rec
over
y
PID
(ppm
)
Gra
phic
Log
Water Level Initial
0.3 m.NA North
COMMENTS
50 mm.
Fill Material
Method
Static
50 mm.
NA
Hand auger
Top of Casing
Log By G. Harris
NA
Drill Co.
EastTotal Hole Depth
NA
Casing: Dia
Hand auger
Type
Screen: Dia Type/Size
Backfilled / Soil cuttings
Surface Elev.
NA
Rig/Core
Driller
Class 18 uPVC/0.5 mm.Length
4/8/17 Permit #
Length
S. Sullivan
Class 18 uPVC
Diameter
NA
NA
N. Rustle
Hagstorm Drilling
Checked By License No.
Date
NA NA
RAAF Base Tindal
Drilling Log
RAAF Base Tindal PFAS Investigation
Location
Soil Boring
Proj. No.
Project Department of Defence
754-MELEN199420
0090_BH148
0
1
Owner
Page: 1 of 1
CO
FF
EY
EN
VIR
ON
ME
NT
S
Rev
: 28
/1/1
6
754-
ME
LEN
1994
20(S
B).
GP
J I
T_C
OR
P.G
DT
7/
2/1
8
SC
Fill: Clayey SAND; fine to medium grained, with some fine to coarserounded to sub angular gravels, dry.
fine to coarse grained, grey, fine to medium gravel, sub-rounded, dry.
same as above.
End of investigation at 0.5mbgs.
BH149_0.0-0.1
BH149_0.2-0.3
BH149_0.4-0.5
(Color, Texture, Structure)
Sam
ple
ID%
Rec
over
y
Geologic descriptions are based on ASTM Standard D 2487-93 and the USCS.
Description
Blo
w C
ount
US
CS
Cla
ss.
Dep
th(m
.)
Rec
over
y
PID
(ppm
)
Gra
phic
Log
Water Level Initial
0.5 m.NA North
COMMENTS
50 mm.
Fill Material
Method
Static
50 mm.
NA
Hand auger
Top of Casing
Log By G. Harris
NA
Drill Co.
EastTotal Hole Depth
NA
Casing: Dia
Hand auger
Type
Screen: Dia Type/Size
Backfilled / Soil cuttings
Surface Elev.
NA
Rig/Core
Driller
Class 18 uPVC/0.5 mm.Length
8/8/17 Permit #
Length
S. Sullivan
Class 18 uPVC
Diameter
NA
NA
N. Rustle
Hagstorm Drilling
Checked By License No.
Date
NA NA
RAAF Base Tindal
Drilling Log
RAAF Base Tindal PFAS Investigation
Location
Soil Boring
Proj. No.
Project Department of Defence
754-MELEN199420
0090_BH149
0
1
Owner
Page: 1 of 1
CO
FF
EY
EN
VIR
ON
ME
NT
S
Rev
: 28
/1/1
6
754-
ME
LEN
1994
20(S
B).
GP
J I
T_C
OR
P.G
DT
7/
2/1
8
SWG
SP
Fill: Gravelly SAND; fine to medium grained sand, brown, fine to coarsegravel, rounded to sub-angular, dry.
Fill: SAND; fine to medium grained, grey, uniform, moist.
End of investigatino at 0.5mbgs.
BH150_0.0-0.2
BH150_0.2-0.3
BH150_0.4-0.5
(Color, Texture, Structure)
Sam
ple
ID%
Rec
over
y
Geologic descriptions are based on ASTM Standard D 2487-93 and the USCS.
Description
Blo
w C
ount
US
CS
Cla
ss.
Dep
th(m
.)
Rec
over
y
PID
(ppm
)
Gra
phic
Log
Water Level Initial
0.5 m.NA North
COMMENTS
50 mm.
Fill Material
Method
Static
50 mm.
NA
Hand auger
Top of Casing
Log By G. Harris
NA
Drill Co.
EastTotal Hole Depth
NA
Casing: Dia
Hand auger
Type
Screen: Dia Type/Size
Backfilled / Soil cuttings
Surface Elev.
NA
Rig/Core
Driller
Class 18 uPVC/0.5 mm.Length
8/8/17 Permit #
Length
S. Sullivan
Class 18 uPVC
Diameter
NA
NA
N. Rustle
Hagstorm Drilling
Checked By License No.
Date
NA NA
RAAF Base Tindal
Drilling Log
RAAF Base Tindal PFAS Investigation
Location
Soil Boring
Proj. No.
Project Department of Defence
754-MELEN199420
0090_BH150
0
1
Owner
Page: 1 of 1
CO
FF
EY
EN
VIR
ON
ME
NT
S
Rev
: 28
/1/1
6
754-
ME
LEN
1994
20(S
B).
GP
J I
T_C
OR
P.G
DT
7/
2/1
8
CLS
Fill: Sandy CLAY medium plasticity, red to brown, dry, grass on surface.
medium plasticity, brown, with some fine to coarse sub-angular white gravels,sub angular to angular white cobbles, dry.
End of investigation at 4.20mbgs.
BH151_0.0-0.1
BH151_0.2-0.3
BH151_0.4-0.5
(Color, Texture, Structure)
Sam
ple
ID%
Rec
over
y
Geologic descriptions are based on ASTM Standard D 2487-93 and the USCS.
Description
Blo
w C
ount
US
CS
Cla
ss.
Dep
th(m
.)
Rec
over
y
PID
(ppm
)
Gra
phic
Log
Water Level Initial
0.4 m.NA North
COMMENTS
50 mm.
Fill Material
Method
Static
50 mm.
NA
Hand auger
Top of Casing
Log By G. Harris
NA
Drill Co.
EastTotal Hole Depth
NA
Casing: Dia
Hand auger
Type
Screen: Dia Type/Size
Backfilled / Soil cuttings
Surface Elev.
NA
Rig/Core
Driller
Class 18 uPVC/0.5 mm.Length
8/8/17 Permit #
Length
S. Sullivan
Class 18 uPVC
Diameter
NA
NA
N. Rustle
Hagstorm Drilling
Checked By License No.
Date
NA NA
RAAF Base Tindal
Drilling Log
RAAF Base Tindal PFAS Investigation
Location
Soil Boring
Proj. No.
Project Department of Defence
754-MELEN199420
0090_BH151
0
1
Owner
Page: 1 of 1
CO
FF
EY
EN
VIR
ON
ME
NT
S
Rev
: 28
/1/1
6
754-
ME
LEN
1994
20(S
B).
GP
J I
T_C
OR
P.G
DT
7/
2/1
8
SC
Clayey Sand: low plasticity, brown, fine grained, dry, medium to loosedensity.
becoming red, dry, medium to loose density.
End of investigation at 0.5mbgs.
(Color, Texture, Structure)
Sam
ple
ID%
Rec
over
y
Geologic descriptions are based on ASTM Standard D 2487-93 and the USCS.
Description
Blo
w C
ount
US
CS
Cla
ss.
Dep
th(m
.)
Rec
over
y
PID
(ppm
)
Gra
phic
Log
Water Level Initial
0.5 m.NA North
COMMENTS
50 mm.
Fill Material
Method
Static
50 mm.
NA
Hand auger
Top of Casing
Log By G. Harris
NA
Drill Co.
EastTotal Hole Depth
NA
Casing: Dia
Hand auger
Type
Screen: Dia Type/Size
Backfilled / Soil cuttings
Surface Elev.
NA
Rig/Core
Driller
Class 18 uPVC/0.5 mm.Length
8/8/17 Permit #
Length
S. Sullivan
Class 18 uPVC
Diameter
NA
NA
N. Rustle
Hagstorm Drilling
Checked By License No.
Date
NA NA
RAAF Base Tindal
Drilling Log
RAAF Base Tindal PFAS Investigation
Location
Soil Boring
Proj. No.
Project Department of Defence
754-MELEN199420
0090_BH152
0
1
Owner
Page: 1 of 1
CO
FF
EY
EN
VIR
ON
ME
NT
S
Rev
: 28
/1/1
6
754-
ME
LEN
1994
20(S
B).
GP
J I
T_C
OR
P.G
DT
7/
2/1
8
SC
CLS
Fill: Clayey SAND; fine to medium grained, brown, moist.
Sandy CLAY; low to medium plasticity, pale brown to brown, fine to mediumgrained sand, with some fine to medium rounded gravel, moist.
End of investigation at 0.5mbgs.
(Color, Texture, Structure)
Sam
ple
ID%
Rec
over
y
Geologic descriptions are based on ASTM Standard D 2487-93 and the USCS.
Description
Blo
w C
ount
US
CS
Cla
ss.
Dep
th(m
.)
Rec
over
y
PID
(ppm
)
Gra
phic
Log
+0.7 - 0.0: Fill: Sandy GRAVEL;fine to coarse, sub-rounded toangular gravel, grey, fine tocoarse gravel, dry, road basequarry crush.Water Level Initial
0.5 m.NA North
COMMENTS
50 mm.
Fill Material
Method
Static
50 mm.
NA
Hand auger
Top of Casing
Log By G. Harris
NA
Drill Co.
EastTotal Hole Depth
NA
Casing: Dia
Hand auger
Type
Screen: Dia Type/Size
Backfilled / Soil cuttings
Surface Elev.
NA
Rig/Core
Driller
Class 18 uPVC/0.5 mm.Length
9/8/17 Permit #
Length
S. Sullivan
Class 18 uPVC
Diameter
NA
NA
N. Rustle
Hagstorm Drilling
Checked By License No.
Date
NA NA
RAAF Base Tindal
Drilling Log
RAAF Base Tindal PFAS Investigation
Location
Soil Boring
Proj. No.
Project Department of Defence
754-MELEN199420
0090_BH153
0
1
Owner
Page: 1 of 1
CO
FF
EY
EN
VIR
ON
ME
NT
S
Rev
: 28
/1/1
6
754-
ME
LEN
1994
20(S
B).
GP
J I
T_C
OR
P.G
DT
7/
2/1
8
SPG
SP
Fill: Gravelly SAND; fine to coarse, brown, fine to coarse, sub-rounded toangular gravel, dry.
SAND; fine to medium, grey, moist.
pale brown.
End of investigation at 0.5mbgs.
BH154_0.0-0.1
BH154_0.2-0.8
BH154_0.4-0.5
(Color, Texture, Structure)
Sam
ple
ID%
Rec
over
y
Geologic descriptions are based on ASTM Standard D 2487-93 and the USCS.
Description
Blo
w C
ount
US
CS
Cla
ss.
Dep
th(m
.)
Rec
over
y
PID
(ppm
)
Gra
phic
Log
Water Level Initial
0.5 m.NA North
COMMENTS
50 mm.
Fill Material
Method
Static
50 mm.
NA
Hand auger
Top of Casing
Log By G. Harris
NA
Drill Co.
EastTotal Hole Depth
NA
Casing: Dia
Hand auger
Type
Screen: Dia Type/Size
Backfilled / Soil cuttings
Surface Elev.
NA
Rig/Core
Driller
Class 18 uPVC/0.5 mm.Length
9/8/17 Permit #
Length
S. Sullivan
Class 18 uPVC
Diameter
NA
NA
N. Rustle
Hagstorm Drilling
Checked By License No.
Date
NA NA
RAAF Base Tindal
Drilling Log
RAAF Base Tindal PFAS Investigation
Location
Soil Boring
Proj. No.
Project Department of Defence
754-MELEN199420
0090_BH154
0
1
Owner
Page: 1 of 1
CO
FF
EY
EN
VIR
ON
ME
NT
S
Rev
: 28
/1/1
6
754-
ME
LEN
1994
20(S
B).
GP
J I
T_C
OR
P.G
DT
7/
2/1
8
GPS
SWG
Fill: Sandy GRAVEL; fine to coarse, sub rounded to angular gravel, grey tobrown, fine to coarse sand, dry.
Gravelly SAND; fine to medium sand, grey, fine to medium gravel, grey, dry.
pale brown.
End of investigation at 0.5mbgs.
BH155_0.0-0.1
BH155_0.2-0.3
BH155_0.4-0.5
(Color, Texture, Structure)
Sam
ple
ID%
Rec
over
y
Geologic descriptions are based on ASTM Standard D 2487-93 and the USCS.
Description
Blo
w C
ount
US
CS
Cla
ss.
Dep
th(m
.)
Rec
over
y
PID
(ppm
)
Gra
phic
Log
Water Level Initial
0.5 m.NA North
COMMENTS
50 mm.
Fill Material
Method
Static
50 mm.
NA
Hand auger
Top of Casing
Log By G. Harris
NA
Drill Co.
EastTotal Hole Depth
NA
Casing: Dia
Hand auger
Type
Screen: Dia Type/Size
Backfilled / Soil cuttings
Surface Elev.
NA
Rig/Core
Driller
Class 18 uPVC/0.5 mm.Length
9/8/17 Permit #
Length
S. Sullivan
Class 18 uPVC
Diameter
NA
NA
N. Rustle
Hagstorm Drilling
Checked By License No.
Date
NA NA
RAAF Base Tindal
Drilling Log
RAAF Base Tindal PFAS Investigation
Location
Soil Boring
Proj. No.
Project Department of Defence
754-MELEN199420
0090_BH155
0
1
Owner
Page: 1 of 1
CO
FF
EY
EN
VIR
ON
ME
NT
S
Rev
: 28
/1/1
6
754-
ME
LEN
1994
20(S
B).
GP
J I
T_C
OR
P.G
DT
7/
2/1
8
CLS
CLS
Fill: Gravelly Sandy CLAY; low to medium plasticity, brown, fine to coarserounded to sub-angular white gravel, fine grained sand.
Gravelly Sandy CLAY; medium plasticity, pale brown to white, fine tocoarse, sub-rounded gravel, white limestone, dry.
End of investigation at 0.5mbgs.
BH156_0.0-0.1
BH156_0.2-0.3
BH156_0.4-0.5
(Color, Texture, Structure)
Sam
ple
ID%
Rec
over
y
Geologic descriptions are based on ASTM Standard D 2487-93 and the USCS.
Description
Blo
w C
ount
US
CS
Cla
ss.
Dep
th(m
.)
Rec
over
y
PID
(ppm
)
Gra
phic
Log
Water Level Initial
0.5 m.NA North
COMMENTS
50 mm.
Fill Material
Method
Static
50 mm.
NA
Hand auger
Top of Casing
Log By G. Harris
NA
Drill Co.
EastTotal Hole Depth
NA
Casing: Dia
Hand auger
Type
Screen: Dia Type/Size
Backfilled / Soil cuttings
Surface Elev.
NA
Rig/Core
Driller
Class 18 uPVC/0.5 mm.Length
9/8/17 Permit #
Length
S. Sullivan
Class 18 uPVC
Diameter
NA
NA
N. Rustle
Hagstorm Drilling
Checked By License No.
Date
NA NA
RAAF Base Tindal
Drilling Log
RAAF Base Tindal PFAS Investigation
Location
Soil Boring
Proj. No.
Project Department of Defence
754-MELEN199420
0090_BH156
0
1
Owner
Page: 1 of 1
CO
FF
EY
EN
VIR
ON
ME
NT
S
Rev
: 28
/1/1
6
754-
ME
LEN
1994
20(S
B).
GP
J I
T_C
OR
P.G
DT
7/
2/1
8
CLS
CLS
Fill: Sandy CLAY; low to medium plasticity, grey to brown, fine to mediumgrained sand, dry.
Sandy CLAY; medium to high plasticity, orange to brown, fine to mediumgrained sand, moist.
End of investigation at 0.5mbgs.
BH157_0.0-0.1
BH157_0.2-0.3
BH157_0.4-0.5
(Color, Texture, Structure)
Sam
ple
ID%
Rec
over
y
Geologic descriptions are based on ASTM Standard D 2487-93 and the USCS.
Description
Blo
w C
ount
US
CS
Cla
ss.
Dep
th(m
.)
Rec
over
y
PID
(ppm
)
Gra
phic
Log
Water Level Initial
0.5 m.NA North
COMMENTS
50 mm.
Fill Material
Method
Static
50 mm.
NA
Hand auger
Top of Casing
Log By G. Harris
NA
Drill Co.
EastTotal Hole Depth
NA
Casing: Dia
Hand auger
Type
Screen: Dia Type/Size
Backfilled / Soil cuttings
Surface Elev.
NA
Rig/Core
Driller
Class 18 uPVC/0.5 mm.Length
9/8/17 Permit #
Length
S. Sullivan
Class 18 uPVC
Diameter
NA
NA
N. Rustle
Hagstorm Drilling
Checked By License No.
Date
NA NA
RAAF Base Tindal
Drilling Log
RAAF Base Tindal PFAS Investigation
Location
Soil Boring
Proj. No.
Project Department of Defence
754-MELEN199420
0090_BH157
0
1
Owner
Page: 1 of 1
CO
FF
EY
EN
VIR
ON
ME
NT
S
Rev
: 28
/1/1
6
754-
ME
LEN
1994
20(S
B).
GP
J I
T_C
OR
P.G
DT
7/
2/1
8
SPG
CLS
Fill: Gravelly SAND; fine to medium grained, brown, fine to coarse, round tosub-rounded gravel, dry.
Sandy CLAY; low plasticity, brown, fine to medium grained sand, dry, veryhard.
End of investigation at 0.4mbgs.
BH158_0.0-0.1
BH158_0.2-0.3
BH158_0.4
(Color, Texture, Structure)
Sam
ple
ID%
Rec
over
y
Geologic descriptions are based on ASTM Standard D 2487-93 and the USCS.
Description
Blo
w C
ount
US
CS
Cla
ss.
Dep
th(m
.)
Rec
over
y
PID
(ppm
)
Gra
phic
Log
Water Level Initial
0.4 m.NA North
COMMENTS
50 mm.
Fill Material
Method
Static
50 mm.
NA
Hand auger
Top of Casing
Log By G. Harris
NA
Drill Co.
EastTotal Hole Depth
NA
Casing: Dia
Hand auger
Type
Screen: Dia Type/Size
Backfilled / Soil cuttings
Surface Elev.
NA
Rig/Core
Driller
Class 18 uPVC/0.5 mm.Length
9/8/17 Permit #
Length
S. Sullivan
Class 18 uPVC
Diameter
NA
NA
N. Rustle
Hagstorm Drilling
Checked By License No.
Date
NA NA
RAAF Base Tindal
Drilling Log
RAAF Base Tindal PFAS Investigation
Location
Soil Boring
Proj. No.
Project Department of Defence
754-MELEN199420
0090_BH158
0
1
Owner
Page: 1 of 1
CO
FF
EY
EN
VIR
ON
ME
NT
S
Rev
: 28
/1/1
6
754-
ME
LEN
1994
20(S
B).
GP
J I
T_C
OR
P.G
DT
7/
2/1
8
SPG
SP
Fill: Gravelly SAND; fine to medium grained, dark brown, fine to coarse,round to sub-angular gravel, grass on the surface, dry.
Fill: SAND; fine to medium grained, brown, dry, some cementing sand.
End of investigation at 0.5mbgs.
BH159_0.0-0.1
BH159_0.2-0.3
BH159_0.4-0.5
(Color, Texture, Structure)
Sam
ple
ID%
Rec
over
y
Geologic descriptions are based on ASTM Standard D 2487-93 and the USCS.
Description
Blo
w C
ount
US
CS
Cla
ss.
Dep
th(m
.)
Rec
over
y
PID
(ppm
)
Gra
phic
Log
Water Level Initial
0.5 m.NA North
COMMENTS
50 mm.
Fill Material
Method
Static
70 mm.
NA
Hand auger
Top of Casing
Log By G. Harris
NA
Drill Co.
EastTotal Hole Depth
NA
Casing: Dia
Hand auger
Type
Screen: Dia Type/Size
Backfilled / Soil cuttings
Surface Elev.
NA
Rig/Core
Driller
Class 18 uPVC/0.5 mm.Length
9/8/17 Permit #
Length
S. Sullivan
Class 18 uPVC
Diameter
NA
NA
N. Rustle
Hagstorm Drilling
Checked By License No.
Date
NA NA
RAAF Base Tindal
Drilling Log
RAAF Base Tindal PFAS Investigation
Location
Soil Boring
Proj. No.
Project Department of Defence
754-MELEN199420
0090_BH159
0
1
Owner
Page: 1 of 1
CO
FF
EY
EN
VIR
ON
ME
NT
S
Rev
: 28
/1/1
6
754-
ME
LEN
1994
20(S
B).
GP
J I
T_C
OR
P.G
DT
7/
2/1
8
SP
CLS
Fill: SAND; fine to medium grained, grey, dry, hard and cemented sand.
Fill: Sandy CLAY; low plasticity, orange-brown, fine to medium sand, dry.
End of investigation at 0.5mbgs.
BH160_0.0-0.1
BH160_0.2-0.3
BH160_0.4-0.5
(Color, Texture, Structure)
Sam
ple
ID%
Rec
over
y
Geologic descriptions are based on ASTM Standard D 2487-93 and the USCS.
Description
Blo
w C
ount
US
CS
Cla
ss.
Dep
th(m
.)
Rec
over
y
PID
(ppm
)
Gra
phic
Log
Water Level Initial
0.5 m.NA North
COMMENTS
50 mm.
Fill Material
Method
Static
50 mm.
NA
Hand auger
Top of Casing
Log By G. Harris
NA
Drill Co.
EastTotal Hole Depth
NA
Casing: Dia
Hand auger
Type
Screen: Dia Type/Size
Backfilled / Soil cuttings
Surface Elev.
NA
Rig/Core
Driller
Class 18 uPVC/0.5 mm.Length
9/8/17 Permit #
Length
S. Sullivan
Class 18 uPVC
Diameter
NA
NA
N. Rustle
Hagstorm Drilling
Checked By License No.
Date
NA NA
RAAF Base Tindal
Drilling Log
RAAF Base Tindal PFAS Investigation
Location
Soil Boring
Proj. No.
Project Department of Defence
754-MELEN199420
0090_BH160
0
1
Owner
Page: 1 of 1
CO
FF
EY
EN
VIR
ON
ME
NT
S
Rev
: 28
/1/1
6
754-
ME
LEN
1994
20(S
B).
GP
J I
T_C
OR
P.G
DT
7/
2/1
8
SPG
CLS
SP
Fill: Gravelly SAND; fine to medium grained, pale grey to brown, fine tocoarse round to sub-angular gravel, grass on surface, dry.
Fill: Gravelly Sandy CLAY; low plasticity, brown, fine to medium grainedsand, fine to coarse round to sub-angular gravel, dry.
Fill: SAND; fine to medium grained, brown, traces of fine rounded gravel,hard cemented sand, dry.
End of investigation at 0.5mbgs.
BH161_0.0-0.1
BH161_0.2-0.3
BH161_0.4-0.8
(Color, Texture, Structure)
Sam
ple
ID%
Rec
over
y
Geologic descriptions are based on ASTM Standard D 2487-93 and the USCS.
Description
Blo
w C
ount
US
CS
Cla
ss.
Dep
th(m
.)
Rec
over
y
PID
(ppm
)
Gra
phic
Log
Water Level Initial
0.5 m.NA North
COMMENTS
50 mm.
Fill Material
Method
Static
70 mm.
NA
Hand auger
Top of Casing
Log By G. Harris
NA
Drill Co.
EastTotal Hole Depth
NA
Casing: Dia
Hand auger
Type
Screen: Dia Type/Size
Backfilled / Soil cuttings
Surface Elev.
NA
Rig/Core
Driller
Class 18 uPVC/0.5 mm.Length
9/8/17 Permit #
Length
S. Sullivan
Class 18 uPVC
Diameter
NA
NA
N. Rustle
Hagstorm Drilling
Checked By License No.
Date
NA NA
RAAF Base Tindal
Drilling Log
RAAF Base Tindal PFAS Investigation
Location
Soil Boring
Proj. No.
Project Department of Defence
754-MELEN199420
0090_BH161
0
1
Owner
Page: 1 of 1
CO
FF
EY
EN
VIR
ON
ME
NT
S
Rev
: 28
/1/1
6
754-
ME
LEN
1994
20(S
B).
GP
J I
T_C
OR
P.G
DT
7/
2/1
8
CLS
CLS
Fill: Gravelly CLAY; medium plasticity, brown, fine to coarse round tosub-angular gravel, dry.
Sandy CLAY; medium to high plasticity, brown, fine grained sand, dry.
End of investigation at 0.5mbgs.
BH162_0.0-0.1
BH162_0.2-0.3
BH162_0.4-0.5
(Color, Texture, Structure)
Sam
ple
ID%
Rec
over
y
Geologic descriptions are based on ASTM Standard D 2487-93 and the USCS.
Description
Blo
w C
ount
US
CS
Cla
ss.
Dep
th(m
.)
Rec
over
y
PID
(ppm
)
Gra
phic
Log
Water Level Initial
0.5 m.NA North
COMMENTS
50 mm.
Fill Material
Method
Static
70 mm.
NA
Hand auger
Top of Casing
Log By G. Harris
NA
Drill Co.
EastTotal Hole Depth
NA
Casing: Dia
Hand auger
Type
Screen: Dia Type/Size
Backfilled / Soil cuttings
Surface Elev.
NA
Rig/Core
Driller
Class 18 uPVC/0.5 mm.Length
9/8/17 Permit #
Length
S. Sullivan
Class 18 uPVC
Diameter
NA
NA
N. Rustle
Hagstorm Drilling
Checked By License No.
Date
NA NA
RAAF Base Tindal
Drilling Log
RAAF Base Tindal PFAS Investigation
Location
Soil Boring
Proj. No.
Project Department of Defence
754-MELEN199420
0090_BH162
0
1
Owner
Page: 1 of 1
CO
FF
EY
EN
VIR
ON
ME
NT
S
Rev
: 28
/1/1
6
754-
ME
LEN
1994
20(S
B).
GP
J I
T_C
OR
P.G
DT
7/
2/1
8
CLS
CLS
Fill: Gravelly Sandy CLAY; medium plasticity, brown, fine to medium sand,fine to coarse, sub-rounded to angular gravel, dry, hard.
Sandy CLAY; high plasticity, red to brown, fine grained sand, dry.
End of investigation at 0.5mbgs.
BH163_0.0-0.1
BH163_0.2-0.3
BH163_0.4-0.5
(Color, Texture, Structure)
Sam
ple
ID%
Rec
over
y
Geologic descriptions are based on ASTM Standard D 2487-93 and the USCS.
Description
Blo
w C
ount
US
CS
Cla
ss.
Dep
th(m
.)
Rec
over
y
PID
(ppm
)
Gra
phic
Log
Water Level Initial
0.5 m.NA North
COMMENTS
50 mm.
Fill Material
Method
Static
70 mm.
NA
Hand auger
Top of Casing
Log By G. Harris
NA
Drill Co.
EastTotal Hole Depth
NA
Casing: Dia
Hand auger
Type
Screen: Dia Type/Size
Backfilled / Soil cuttings
Surface Elev.
NA
Rig/Core
Driller
Class 18 uPVC/0.5 mm.Length
9/8/17 Permit #
Length
S. Sullivan
Class 18 uPVC
Diameter
NA
NA
N. Rustle
Hagstorm Drilling
Checked By License No.
Date
NA NA
RAAF Base Tindal
Drilling Log
RAAF Base Tindal PFAS Investigation
Location
Soil Boring
Proj. No.
Project Department of Defence
754-MELEN199420
0090_BH163
0
1
Owner
Page: 1 of 1
CO
FF
EY
EN
VIR
ON
ME
NT
S
Rev
: 28
/1/1
6
754-
ME
LEN
1994
20(S
B).
GP
J I
T_C
OR
P.G
DT
7/
2/1
8
SW
SAND; fine to coarse grained, grey, dry.
fine to medium grained, grey, trace of fine rounded gravel, moist.
fine to medium grained, pale yellow, trace of fine rounded gravel, moist.
wet.
End of investigation at 2.0mbgs.
BH164_0.0-0.1
BH164_0.2-0.3
BH164_0.4-0.5
BH164_0.9-1.0
BH164_1.5-1.6
BH164_1.9-2.0
(Color, Texture, Structure)
Sam
ple
ID%
Rec
over
y
Geologic descriptions are based on ASTM Standard D 2487-93 and the USCS.
Description
Blo
w C
ount
US
CS
Cla
ss.
Dep
th(m
.)
Rec
over
y
PID
(ppm
)
Gra
phic
Log
Water Level Initial
2.0 m.NA North
COMMENTS
50 mm.
Fill Material
Method
Static
50 mm.
NA
Hand auger
Top of Casing
Log By G. Harris
NA
Drill Co.
EastTotal Hole Depth
NA
Casing: Dia
Hand auger
Type
Screen: Dia Type/Size
Backfilled / Soil cuttings
Surface Elev.
NA
Rig/Core
Driller
Class 18 uPVC/0.5 mm.Length
9/8/17 Permit #
Length
S. Sullivan
Class 18 uPVC
Diameter
NA
NA
N. Rustle
Hagstorm Drilling
Checked By License No.
Date
NA NA
RAAF Base Tindal
Drilling Log
RAAF Base Tindal PFAS Investigation
Location
Soil Boring
Proj. No.
Project Department of Defence
754-MELEN199420
0090_BH164
0
1
2
3
Owner
Page: 1 of 1
CO
FF
EY
EN
VIR
ON
ME
NT
S
Rev
: 28
/1/1
6
754-
ME
LEN
1994
20(S
B).
GP
J I
T_C
OR
P.G
DT
7/
2/1
8
CLS
CH
Sandy CLAY; medium plasticity, brown, some silt, dry.
CLAY; high plasticity, dark brown, moist, limestone gravels at 0.8 - 1.0mbgs.
End of investigation at 2.0mbgs.
BH165_0.0-0.1
BH165_0.2-0.3
BH165_0.4-0.5
BH165_0.8-1.1
BH165_1.4-1.5
BH165_1.9-2.0
(Color, Texture, Structure)
Sam
ple
ID%
Rec
over
y
Geologic descriptions are based on ASTM Standard D 2487-93 and the USCS.
Description
Blo
w C
ount
US
CS
Cla
ss.
Dep
th(m
.)
Rec
over
y
PID
(ppm
)
Gra
phic
Log
Put rig on location from 0.5mbgs,ground looks natural and holecleaned in a slight low point.
Water Level Initial
2.0 m.NA North
COMMENTS
50 mm.
Fill Material
Method
Static
50 mm.
NA
Hand auger
Top of Casing
Log By G. Harris
NA
Drill Co.
EastTotal Hole Depth
NA
Casing: Dia
Hand auger
Type
Screen: Dia Type/Size
Backfilled / Soil cuttings
Surface Elev.
NA
Rig/Core
Driller
Class 18 uPVC/0.5 mm.Length
9/8/17 Permit #
Length
S. Sullivan
Class 18 uPVC
Diameter
NA
NA
N. Rustle
Hagstorm Drilling
Checked By License No.
Date
NA NA
RAAF Base Tindal
Drilling Log
RAAF Base Tindal PFAS Investigation
Location
Soil Boring
Proj. No.
Project Department of Defence
754-MELEN199420
0090_BH165
0
1
2
3
Owner
Page: 1 of 1
CO
FF
EY
EN
VIR
ON
ME
NT
S
Rev
: 28
/1/1
6
754-
ME
LEN
1994
20(S
B).
GP
J I
T_C
OR
P.G
DT
7/
2/1
8
CLG
GM
SP
Fill: Gravelly CLAY; high plasticity, brown, fine to coarse, sub-angular whitegravels, dry.Fill: Silty GRAVEL; with limestone, white, dry.
SAND; fine to medium grained, grey, moist.
orange, moist.
End of the investigation at 2.0mbgs.
BH166_0.0-0.1
BH166_0.2-0.3
BH166_0.4-0.5
BH166_0.9-1.0
BH166_1.4-1.65
BH166_1.9-2.0
(Color, Texture, Structure)
Sam
ple
ID%
Rec
over
y
Geologic descriptions are based on ASTM Standard D 2487-93 and the USCS.
Description
Blo
w C
ount
US
CS
Cla
ss.
Dep
th(m
.)
Rec
over
y
PID
(ppm
)
Gra
phic
Log
Put rig on at 0.5-0.8m and thenhand auger to 2m.
Water Level Initial
2.0 m.NA North
COMMENTS
50 mm.
Fill Material
Method
Static
50 mm.
NA
Hand auger
Top of Casing
Log By G. Harris
NA
Drill Co.
EastTotal Hole Depth
NA
Casing: Dia
Hand auger
Type
Screen: Dia Type/Size
Backfilled / Soil cuttings
Surface Elev.
NA
Rig/Core
Driller
Class 18 uPVC/0.5 mm.Length
10/8/17 Permit #
Length
S. Sullivan
Class 18 uPVC
Diameter
NA
NA
N. Rustle
Hagstorm Drilling
Checked By License No.
Date
NA NA
RAAF Base Tindal
Drilling Log
RAAF Base Tindal PFAS Investigation
Location
Soil Boring
Proj. No.
Project Department of Defence
754-MELEN199420
0090_BH166
0
1
2
3
Owner
Page: 1 of 1
CO
FF
EY
EN
VIR
ON
ME
NT
S
Rev
: 28
/1/1
6
754-
ME
LEN
1994
20(S
B).
GP
J I
T_C
OR
P.G
DT
7/
2/1
8
CLS
CLS
CL
Fill: Sandy CLAY
Sandy CLAY; medium plasticity, brown, traces of gravel, dry.
CLAY; medium plasticity, orange to brown, with some white gravel, dry,hard.
high plasticity, olive-brown, moist.
End of investigation at 2.0mbgs.
BH167_0.0-0.1
BH167_0.2-0.3
BH167_0.4-0.5
BH167_0.8-1.1
BH167_1.4-1.6
BH167_1.8-2.0
(Color, Texture, Structure)
Sam
ple
ID%
Rec
over
y
Geologic descriptions are based on ASTM Standard D 2487-93 and the USCS.
Description
Blo
w C
ount
US
CS
Cla
ss.
Dep
th(m
.)
Rec
over
y
PID
(ppm
)
Gra
phic
Log
Put rig on hole and went with airblade from 0.5 to 2.0mbgs.
Water Level Initial
2.0 m.NA North
COMMENTS
50 mm.
Fill Material
Method
Static
50 mm.
NA
Hand auger
Top of Casing
Log By G. Harris
NA
Drill Co.
EastTotal Hole Depth
NA
Casing: Dia
Hand auger
Type
Screen: Dia Type/Size
Backfilled / Soil cuttings
Surface Elev.
NA
Rig/Core
Driller
Class 18 uPVC/0.5 mm.Length
10/8/17 Permit #
Length
S. Sullivan
Class 18 uPVC
Diameter
NA
NA
N. Rustle
Hagstorm Drilling
Checked By License No.
Date
NA NA
RAAF Base Tindal
Drilling Log
RAAF Base Tindal PFAS Investigation
Location
Soil Boring
Proj. No.
Project Department of Defence
754-MELEN199420
0090_BH167
0
1
2
3
Owner
Page: 1 of 1
CO
FF
EY
EN
VIR
ON
ME
NT
S
Rev
: 28
/1/1
6
754-
ME
LEN
1994
20(S
B).
GP
J I
T_C
OR
P.G
DT
7/
2/1
8
CLS
CLS
CH
Fill: Sandy CLAY; low plasticity, brown, fine grained sand, dry.
Sandy CLAY; low to medium plasticity, pale brown, with some fine tomedium rounded gravel, moist.
medium to high plasticity, red to brown, fine grained sand, fine grainedrounded gravel, moist.
CLAY; high plasticity, red to brown, moist.
End of investigation at 2.0mbgs.
BH168_0.0-0.2
BH168_0.2-0.3
BH168_0.4-0.5
BH168_0.9-1.0
BH168_1.4-1.5
BH168_1.9-2.0
(Color, Texture, Structure)
Sam
ple
ID%
Rec
over
y
Geologic descriptions are based on ASTM Standard D 2487-93 and the USCS.
Description
Blo
w C
ount
US
CS
Cla
ss.
Dep
th(m
.)
Rec
over
y
PID
(ppm
)
Gra
phic
Log
Water Level Initial
2.0 m.NA North
COMMENTS
50 mm.
Fill Material
Method
Static
50 mm.
NA
Hand auger
Top of Casing
Log By G. Harris
NA
Drill Co.
EastTotal Hole Depth
NA
Casing: Dia
Hand auger
Type
Screen: Dia Type/Size
Backfilled / Soil cuttings
Surface Elev.
NA
Rig/Core
Driller
Class 18 uPVC/0.5 mm.Length
10/8/17 Permit #
Length
S. Sullivan
Class 18 uPVC
Diameter
NA
NA
N. Rustle
Hagstorm Drilling
Checked By License No.
Date
NA NA
RAAF Base Tindal
Drilling Log
RAAF Base Tindal PFAS Investigation
Location
Soil Boring
Proj. No.
Project Department of Defence
754-MELEN199420
0090_BH168
0
1
2
3
Owner
Page: 1 of 1
CO
FF
EY
EN
VIR
ON
ME
NT
S
Rev
: 28
/1/1
6
754-
ME
LEN
1994
20(S
B).
GP
J I
T_C
OR
P.G
DT
7/
2/1
8
SWG
SW
CLS
CLS
Fill: Gravelly SAND; fine to medium grained, brown, fine to coarse roundedto sub-angular gravel, dry.SAND; fine to medium grained, red to brown, with traces of fine to mediumrounded gravel.
Sandy CLAY; low plasticity, pale brown, medium grained sand, traces oftine to medium rounded gravel, dry.medium to high plasticity, orange to brown, fine to medium grained sand,moist.
End of investigation at 2.0mbgs.
BH169_0.0-0.1
BH169_0.2-0.3
BH169_0.4-0.5
BH169_0.9-1.0
(Color, Texture, Structure)
Sam
ple
ID%
Rec
over
y
Geologic descriptions are based on ASTM Standard D 2487-93 and the USCS.
Description
Blo
w C
ount
US
CS
Cla
ss.
Dep
th(m
.)
Rec
over
y
PID
(ppm
)
Gra
phic
Log
Water Level Initial
2.0 m.NA North
COMMENTS
50 mm.
Fill Material
Method
Static
50 mm.
NA
Hand auger
Top of Casing
Log By G. Harris
NA
Drill Co.
EastTotal Hole Depth
NA
Casing: Dia
Hand auger
Type
Screen: Dia Type/Size
Backfilled / Soil cuttings
Surface Elev.
NA
Rig/Core
Driller
Class 18 uPVC/0.5 mm.Length
10/8/17 Permit #
Length
S. Sullivan
Class 18 uPVC
Diameter
NA
NA
N. Rustle
Hagstorm Drilling
Checked By License No.
Date
NA NA
RAAF Base Tindal
Drilling Log
RAAF Base Tindal PFAS Investigation
Location
Soil Boring
Proj. No.
Project Department of Defence
754-MELEN199420
0090_BH169
0
1
2
3
Owner
Page: 1 of 1
CO
FF
EY
EN
VIR
ON
ME
NT
S
Rev
: 28
/1/1
6
754-
ME
LEN
1994
20(S
B).
GP
J I
T_C
OR
P.G
DT
7/
2/1
8
CLS
CLS
Fill: Sandy CLAY; low to medium plasticity, fine to medium grained sand,with some fine to coarse grained white rounded to sub-angular gravel, dry.
Sandy CLAY; medium to high plasticity, brown mottled, orange, fine grainedsand, moist.
End of investigation at 0.5mbgs.
BH170_0.0-0.1
BH170_0.2-0.3
BH170_0.4-0.5
(Color, Texture, Structure)
Sam
ple
ID%
Rec
over
y
Geologic descriptions are based on ASTM Standard D 2487-93 and the USCS.
Description
Blo
w C
ount
US
CS
Cla
ss.
Dep
th(m
.)
Rec
over
y
PID
(ppm
)
Gra
phic
Log
Water Level Initial
0.5 m.NA North
COMMENTS
50 mm.
Fill Material
Method
Static
70 mm.
NA
Hand auger
Top of Casing
Log By G. Harris
NA
Drill Co.
EastTotal Hole Depth
NA
Casing: Dia
Hand auger
Type
Screen: Dia Type/Size
Backfilled / Soil cuttings
Surface Elev.
NA
Rig/Core
Driller
Class 18 uPVC/0.5 mm.Length
11/8/17 Permit #
Length
S. Sullivan
Class 18 uPVC
Diameter
NA
NA
N. Rustle
Hagstorm Drilling
Checked By License No.
Date
NA NA
RAAF Base Tindal
Drilling Log
RAAF Base Tindal PFAS Investigation
Location
Soil Boring
Proj. No.
Project Department of Defence
754-MELEN199420
0090_BH170
0
1
Owner
Page: 1 of 1
CO
FF
EY
EN
VIR
ON
ME
NT
S
Rev
: 28
/1/1
6
754-
ME
LEN
1994
20(S
B).
GP
J I
T_C
OR
P.G
DT
7/
2/1
8
CLS
CLML
Sandy CLAY; medium plasticity, pale brown, fine grained sand, dry.
Silty CLAY; medium to high plasticity, brown, dry.
End of investigation at 0.5mbgs.
BH171_0.0-0.1
BH171_0.2-0.3
BH171_0.4-0.5
(Color, Texture, Structure)
Sam
ple
ID%
Rec
over
y
Geologic descriptions are based on ASTM Standard D 2487-93 and the USCS.
Description
Blo
w C
ount
US
CS
Cla
ss.
Dep
th(m
.)
Rec
over
y
PID
(ppm
)
Gra
phic
Log
Water Level Initial
0.5 m.NA North
COMMENTS
50 mm.
Fill Material
Method
Static
50 mm.
NA
Hand auger
Top of Casing
Log By G. Harris
NA
Drill Co.
EastTotal Hole Depth
NA
Casing: Dia
Hand auger
Type
Screen: Dia Type/Size
Backfilled / Soil cuttings
Surface Elev.
NA
Rig/Core
Driller
Class 18 uPVC/0.5 mm.Length
11/8/17 Permit #
Length
S. Sullivan
Class 18 uPVC
Diameter
NA
NA
N. Rustle
Hagstorm Drilling
Checked By License No.
Date
NA NA
RAAF Base Tindal
Drilling Log
RAAF Base Tindal PFAS Investigation
Location
Soil Boring
Proj. No.
Project Department of Defence
754-MELEN199420
0090_BH171
0
1
Owner
Page: 1 of 1
CO
FF
EY
EN
VIR
ON
ME
NT
S
Rev
: 28
/1/1
6
754-
ME
LEN
1994
20(S
B).
GP
J I
T_C
OR
P.G
DT
7/
2/1
8
SW
SAND; fine to medium grained sand, dark brown, traces of fine to medium,sub-rounded to sub-angular gravel, dry.
brown, moist.
End of investigation at 0.5mbgs.
BH172_0.0-0.1
BH172_0.2-0.3
BH172_0.4-0.5
(Color, Texture, Structure)
Sam
ple
ID%
Rec
over
y
Geologic descriptions are based on ASTM Standard D 2487-93 and the USCS.
Description
Blo
w C
ount
US
CS
Cla
ss.
Dep
th(m
.)
Rec
over
y
PID
(ppm
)
Gra
phic
Log
Water Level Initial
0.5 m.NA North
COMMENTS
50 mm.
Fill Material
Method
Static
70 mm.
NA
Hand auger
Top of Casing
Log By G. Harris
NA
Drill Co.
EastTotal Hole Depth
NA
Casing: Dia
Hand auger
Type
Screen: Dia Type/Size
Backfilled / Soil cuttings
Surface Elev.
NA
Rig/Core
Driller
Class 18 uPVC/0.5 mm.Length
11/8/17 Permit #
Length
S. Sullivan
Class 18 uPVC
Diameter
NA
NA
N. Rustle
Hagstorm Drilling
Checked By License No.
Date
NA NA
RAAF Base Tindal
Drilling Log
RAAF Base Tindal PFAS Investigation
Location
Soil Boring
Proj. No.
Project Department of Defence
754-MELEN199420
0090_BH172
0
1
Owner
Page: 1 of 1
CO
FF
EY
EN
VIR
ON
ME
NT
S
Rev
: 28
/1/1
6
754-
ME
LEN
1994
20(S
B).
GP
J I
T_C
OR
P.G
DT
7/
2/1
8
SW
SP
Fill: SAND; fine to medium grained, brown, fine to coarse, white and red,sub rounded to sub-angular gravel, dry.
shift hole to side to go pass boulder.
SAND; fine to medium grained, brown, moist.
End of investigation at 0.5mbgs.
BH173_0.0-0.1
BH173_0.2-0.3
BH173_0.4-0.5
(Color, Texture, Structure)
Sam
ple
ID%
Rec
over
y
Geologic descriptions are based on ASTM Standard D 2487-93 and the USCS.
Description
Blo
w C
ount
US
CS
Cla
ss.
Dep
th(m
.)
Rec
over
y
PID
(ppm
)
Gra
phic
Log
Water Level Initial
0.5 m.NA North
COMMENTS
50 mm.
Fill Material
Method
Static
50 mm.
NA
Hand auger
Top of Casing
Log By G. Harris
NA
Drill Co.
EastTotal Hole Depth
NA
Casing: Dia
Hand auger
Type
Screen: Dia Type/Size
Backfilled / Soil cuttings
Surface Elev.
NA
Rig/Core
Driller
Class 18 uPVC/0.5 mm.Length
11/8/17 Permit #
Length
S. Sullivan
Class 18 uPVC
Diameter
NA
NA
N. Rustle
Hagstorm Drilling
Checked By License No.
Date
NA NA
RAAF Base Tindal
Drilling Log
RAAF Base Tindal PFAS Investigation
Location
Soil Boring
Proj. No.
Project Department of Defence
754-MELEN199420
0090_BH173
0
1
Owner
Page: 1 of 1
CO
FF
EY
EN
VIR
ON
ME
NT
S
Rev
: 28
/1/1
6
754-
ME
LEN
1994
20(S
B).
GP
J I
T_C
OR
P.G
DT
7/
2/1
8
CLS
GC
CLS
Sandy CLAY; medium to high plasticity, brown, fine to coarse grained,sub-angular gravel, dry, disturbed natural.
Fill: GRAVEL
Sandy CLAY; medium to high plasticity, brown, fine to medium grained, dry.
medium plasticity, grey-brown, fine to medium grained sand, dry.
End of investigation at 0.5mbgs.
BH174_0.0
BH174_0.2
BH174_0.4
(Color, Texture, Structure)
Sam
ple
ID%
Rec
over
y
Geologic descriptions are based on ASTM Standard D 2487-93 and the USCS.
Description
Blo
w C
ount
US
CS
Cla
ss.
Dep
th(m
.)
Rec
over
y
PID
(ppm
)
Gra
phic
Log
Water Level Initial
0.5 m.NA North
COMMENTS
50 mm.
Fill Material
Method
Static
50 mm.
NA
Hand auger
Top of Casing
Log By G. Harris
NA
Drill Co.
EastTotal Hole Depth
NA
Casing: Dia
Hand auger
Type
Screen: Dia Type/Size
Backfilled / Soil cuttings
Surface Elev.
NA
Rig/Core
Driller
Class 18 uPVC/0.5 mm.Length
11/8/17 Permit #
Length
S. Sullivan
Class 18 uPVC
Diameter
NA
NA
N. Rustle
Hagstorm Drilling
Checked By License No.
Date
NA NA
RAAF Base Tindal
Drilling Log
RAAF Base Tindal PFAS Investigation
Location
Soil Boring
Proj. No.
Project Department of Defence
754-MELEN199420
0090_BH174
0
1
Owner
Page: 1 of 1
CO
FF
EY
EN
VIR
ON
ME
NT
S
Rev
: 28
/1/1
6
754-
ME
LEN
1994
20(S
B).
GP
J I
T_C
OR
P.G
DT
7/
2/1
8
CLS
SP
Fill: Gravelly Sandy CLAY; low to medium plasticity, grey, fine to coarsegrained, white, sub-rounded to sub angular gravel, fine to coarse grainedsand, dry.
SAND; fine to medium grained, brown, dry.
End of investigation at 0.5mbgs.
BH175_0.0
BH175_0.2
BH175_0.3
BH175_0.4
(Color, Texture, Structure)
Sam
ple
ID%
Rec
over
y
Geologic descriptions are based on ASTM Standard D 2487-93 and the USCS.
Description
Blo
w C
ount
US
CS
Cla
ss.
Dep
th(m
.)
Rec
over
y
PID
(ppm
)
Gra
phic
Log
Water Level Initial
0.5 m.NA North
COMMENTS
50 mm.
Fill Material
Method
Static
50 mm.
NA
Hand auger
Top of Casing
Log By G. Harris
NA
Drill Co.
EastTotal Hole Depth
NA
Casing: Dia
Hand auger
Type
Screen: Dia Type/Size
Backfilled / Soil cuttings
Surface Elev.
NA
Rig/Core
Driller
Class 18 uPVC/0.5 mm.Length
11/8/17 Permit #
Length
S. Sullivan
Class 18 uPVC
Diameter
NA
NA
N. Rustle
Hagstorm Drilling
Checked By License No.
Date
NA NA
RAAF Base Tindal
Drilling Log
RAAF Base Tindal PFAS Investigation
Location
Soil Boring
Proj. No.
Project Department of Defence
754-MELEN199420
0090_BH175
0
1
Owner
Page: 1 of 1
CO
FF
EY
EN
VIR
ON
ME
NT
S
Rev
: 28
/1/1
6
754-
ME
LEN
1994
20(S
B).
GP
J I
T_C
OR
P.G
DT
7/
2/1
8
CLS
Sandy CLAY; fine grained sand, orange, some silt, dry, some organicmatter, roots and leaves.
dry.
clay content increasing, dry, stiff.
End of investigation at 0.5mbgs.
BH176_0.0
BH176_0.2
(Color, Texture, Structure)
Sam
ple
ID%
Rec
over
y
Geologic descriptions are based on ASTM Standard D 2487-93 and the USCS.
Description
Blo
w C
ount
US
CS
Cla
ss.
Dep
th(m
.)
Rec
over
y
PID
(ppm
)
Gra
phic
Log
Water Level Initial
0.3 m.NA North
COMMENTS
50 mm.
Fill Material
Method
Static
50 mm.
NA
Hand auger
Top of Casing
Log By E. Del Borrello
NA
Drill Co.
EastTotal Hole Depth
NA
Casing: Dia
Hand auger
Type
Screen: Dia Type/Size
Backfilled / Soil cuttings
Surface Elev.
NA
Rig/Core
Driller
Class 18 uPVC/0.5 mm.Length
11/8/17 Permit #
Length
S. Sullivan
Class 18 uPVC
Diameter
NA
NA
S. Barnes
Star Drilling
Checked By License No.
Date
NA NA
RAAF Base Tindal
Drilling Log
RAAF Base Tindal PFAS Investigation
Location
Soil Boring
Proj. No.
Project Department of Defence
754-MELEN199420
0090_BH176
0
1
Owner
Page: 1 of 1
CO
FF
EY
EN
VIR
ON
ME
NT
S
Rev
: 28
/1/1
6
754-
ME
LEN
1994
20(S
B).
GP
J I
T_C
OR
P.G
DT
7/
2/1
8
CLS
Sandy CLAY; low plasticity, fine grained sand, dark brown, hard, dry,organic matter.
low plasticity, fine grained sand, orange, dry.
becomes hard.
End of investigation at 0.3mbgs.
BH177_0.0
BH177_0.2
(Color, Texture, Structure)
Sam
ple
ID%
Rec
over
y
Geologic descriptions are based on ASTM Standard D 2487-93 and the USCS.
Description
Blo
w C
ount
US
CS
Cla
ss.
Dep
th(m
.)
Rec
over
y
PID
(ppm
)
Gra
phic
Log
Water Level Initial
0.3 m.NA North
COMMENTS
50 mm.
Fill Material
Method
Static
50 mm.
NA
Hand auger
Top of Casing
Log By E. Del Borrello
NA
Drill Co.
EastTotal Hole Depth
NA
Casing: Dia
Hand auger
Type
Screen: Dia Type/Size
Backfilled / Soil cuttings
Surface Elev.
NA
Rig/Core
Driller
Class 18 uPVC/0.5 mm.Length
11/8/17 Permit #
Length
S. Sullivan
Class 18 uPVC
Diameter
NA
NA
S. Barnes
Star Drilling
Checked By License No.
Date
NA NA
RAAF Base Tindal
Drilling Log
RAAF Base Tindal PFAS Investigation
Location
Soil Boring
Proj. No.
Project Department of Defence
754-MELEN199420
0090_BH177
0
1
Owner
Page: 1 of 1
CO
FF
EY
EN
VIR
ON
ME
NT
S
Rev
: 28
/1/1
6
754-
ME
LEN
1994
20(S
B).
GP
J I
T_C
OR
P.G
DT
7/
2/1
8
CLS
Sandy CLAY; low plasticity, fine grained sand, dark brown, hard, some silt,dry, some organic matter.
dry.
clay increasing, dry.End of investigation at 0.3mbgs.
BH178_0.0
BH178_0.2
(Color, Texture, Structure)
Sam
ple
ID%
Rec
over
y
Geologic descriptions are based on ASTM Standard D 2487-93 and the USCS.
Description
Blo
w C
ount
US
CS
Cla
ss.
Dep
th(m
.)
Rec
over
y
PID
(ppm
)
Gra
phic
Log
Water Level Initial
0.3 m.NA North
COMMENTS
50 mm.
Fill Material
Method
Static
50 mm.
NA
Hand auger
Top of Casing
Log By E. Del Borrello
NA
Drill Co.
EastTotal Hole Depth
NA
Casing: Dia
Hand auger
Type
Screen: Dia Type/Size
Backfilled / Soil cuttings
Surface Elev.
NA
Rig/Core
Driller
Class 18 uPVC/0.5 mm.Length
11/8/17 Permit #
Length
S. Sullivan
Class 18 uPVC
Diameter
NA
NA
S. Barnes
Star Drilling
Checked By License No.
Date
NA NA
RAAF Base Tindal
Drilling Log
RAAF Base Tindal PFAS Investigation
Location
Soil Boring
Proj. No.
Project Department of Defence
754-MELEN199420
0090_BH178
0
1
Owner
Page: 1 of 1
CO
FF
EY
EN
VIR
ON
ME
NT
S
Rev
: 28
/1/1
6
754-
ME
LEN
1994
20(S
B).
GP
J I
T_C
OR
P.G
DT
7/
2/1
8
CLS
Sandy CLAY; medium plasticity, dark brown, some yellow in dark brown,fine grained, hard gravel, dry, organic matter.
clay content increases with depth, dry.
End of investigation at 0.3mbgs.
BH179_0.0
BH179_0.2
(Color, Texture, Structure)
Sam
ple
ID%
Rec
over
y
Geologic descriptions are based on ASTM Standard D 2487-93 and the USCS.
Description
Blo
w C
ount
US
CS
Cla
ss.
Dep
th(m
.)
Rec
over
y
PID
(ppm
)
Gra
phic
Log
Water Level Initial
0.3 m.NA North
COMMENTS
50 mm.
Fill Material
Method
Static
50 mm.
NA
Hand auger
Top of Casing
Log By E. Del Borrello
NA
Drill Co.
EastTotal Hole Depth
NA
Casing: Dia
Hand auger
Type
Screen: Dia Type/Size
Backfilled / Soil cuttings
Surface Elev.
NA
Rig/Core
Driller
Class 18 uPVC/0.5 mm.Length
11/8/17 Permit #
Length
S. Sullivan
Class 18 uPVC
Diameter
NA
NA
S. Barnes
Star Drilling
Checked By License No.
Date
NA NA
RAAF Base Tindal
Drilling Log
RAAF Base Tindal PFAS Investigation
Location
Soil Boring
Proj. No.
Project Department of Defence
754-MELEN199420
0090_BH179
0
1
Owner
Page: 1 of 1
CO
FF
EY
EN
VIR
ON
ME
NT
S
Rev
: 28
/1/1
6
754-
ME
LEN
1994
20(S
B).
GP
J I
T_C
OR
P.G
DT
7/
2/1
8
CLS
Sandy CLAY; low plasticity, dark brown, fine grained sand, hard, dry, someorganic matter.
clay content increasing with depth, becomes orange.
dry.
End of investigation at 0.3mbgs.
BH180_0.0
BH180_0.2
(Color, Texture, Structure)
Sam
ple
ID%
Rec
over
y
Geologic descriptions are based on ASTM Standard D 2487-93 and the USCS.
Description
Blo
w C
ount
US
CS
Cla
ss.
Dep
th(m
.)
Rec
over
y
PID
(ppm
)
Gra
phic
Log
Water Level Initial
0.3 m.NA North
COMMENTS
50 mm.
Fill Material
Method
Static
50 mm.
NA
Hand auger
Top of Casing
Log By E. Del Borrello
NA
Drill Co.
EastTotal Hole Depth
NA
Casing: Dia
Hand auger
Type
Screen: Dia Type/Size
Backfilled / Soil cuttings
Surface Elev.
NA
Rig/Core
Driller
Class 18 uPVC/0.5 mm.Length
11/8/17 Permit #
Length
S. Sullivan
Class 18 uPVC
Diameter
NA
NA
S. Barnes
Star Drilling
Checked By License No.
Date
NA NA
RAAF Base Tindal
Drilling Log
RAAF Base Tindal PFAS Investigation
Location
Soil Boring
Proj. No.
Project Department of Defence
754-MELEN199420
0090_BH180
0
1
Owner
Page: 1 of 1
CO
FF
EY
EN
VIR
ON
ME
NT
S
Rev
: 28
/1/1
6
754-
ME
LEN
1994
20(S
B).
GP
J I
T_C
OR
P.G
DT
7/
2/1
8
CLS
Sandy CLAY; low plasticity, dark brown, fine grained sand, hard, dry, someorganic matter.
clay content increasing with depth, becomes orange.
dry.
End of investigation at 0.3mbgs.
BH181_0.0
BH181_0.2
(Color, Texture, Structure)
Sam
ple
ID%
Rec
over
y
Geologic descriptions are based on ASTM Standard D 2487-93 and the USCS.
Description
Blo
w C
ount
US
CS
Cla
ss.
Dep
th(m
.)
Rec
over
y
PID
(ppm
)
Gra
phic
Log
Water Level Initial
0.3 m.NA North
COMMENTS
50 mm.
Fill Material
Method
Static
50 mm.
NA
Hand auger
Top of Casing
Log By E. Del Borrello
NA
Drill Co.
EastTotal Hole Depth
NA
Casing: Dia
Hand auger
Type
Screen: Dia Type/Size
Backfilled / Soil cuttings
Surface Elev.
NA
Rig/Core
Driller
Class 18 uPVC/0.5 mm.Length
11/8/17 Permit #
Length
S. Sullivan
Class 18 uPVC
Diameter
NA
NA
S. Barnes
Star Drilling
Checked By License No.
Date
NA NA
RAAF Base Tindal
Drilling Log
RAAF Base Tindal PFAS Investigation
Location
Soil Boring
Proj. No.
Project Department of Defence
754-MELEN199420
0090_BH181
0
1
Owner
Page: 1 of 1
CO
FF
EY
EN
VIR
ON
ME
NT
S
Rev
: 28
/1/1
6
754-
ME
LEN
1994
20(S
B).
GP
J I
T_C
OR
P.G
DT
7/
2/1
8
CLS
Sandy CLAY; low plasticity, fine grained sand, orange, hard, dry, someroots.
clay content increases with depth, dry.
End of investigation at 0.3mbgs.
BH182_0.0
BH182_0.2
(Color, Texture, Structure)
Sam
ple
ID%
Rec
over
y
Geologic descriptions are based on ASTM Standard D 2487-93 and the USCS.
Description
Blo
w C
ount
US
CS
Cla
ss.
Dep
th(m
.)
Rec
over
y
PID
(ppm
)
Gra
phic
Log
Water Level Initial
0.3 m.NA North
COMMENTS
50 mm.
Fill Material
Method
Static
50 mm.
NA
Hand auger
Top of Casing
Log By E. Del Borrello
NA
Drill Co.
EastTotal Hole Depth
NA
Casing: Dia
Hand auger
Type
Screen: Dia Type/Size
Backfilled / Soil cuttings
Surface Elev.
NA
Rig/Core
Driller
Class 18 uPVC/0.5 mm.Length
11/8/17 Permit #
Length
S. Sullivan
Class 18 uPVC
Diameter
NA
NA
S. Barnes
Star Drilling
Checked By License No.
Date
NA NA
RAAF Base Tindal
Drilling Log
RAAF Base Tindal PFAS Investigation
Location
Soil Boring
Proj. No.
Project Department of Defence
754-MELEN199420
0090_BH182
0
1
Owner
Page: 1 of 1
CO
FF
EY
EN
VIR
ON
ME
NT
S
Rev
: 28
/1/1
6
754-
ME
LEN
1994
20(S
B).
GP
J I
T_C
OR
P.G
DT
7/
2/1
8
CLS
Sandy CLAY; low plasticity, fine grained sand, orange, hard, dry, someroots.
clay content increases with depth, dry.
End of investigation at 0.3mbgs.
BH183_0.0
BH183_0.2
(Color, Texture, Structure)
Sam
ple
ID%
Rec
over
y
Geologic descriptions are based on ASTM Standard D 2487-93 and the USCS.
Description
Blo
w C
ount
US
CS
Cla
ss.
Dep
th(m
.)
Rec
over
y
PID
(ppm
)
Gra
phic
Log
Water Level Initial
0.3 m.NA North
COMMENTS
50 mm.
Fill Material
Method
Static
50 mm.
NA
Hand auger
Top of Casing
Log By E. Del Borrello
NA
Drill Co.
EastTotal Hole Depth
NA
Casing: Dia
Hand auger
Type
Screen: Dia Type/Size
Backfilled / Soil cuttings
Surface Elev.
NA
Rig/Core
Driller
Class 18 uPVC/0.5 mm.Length
11/8/17 Permit #
Length
S. Sullivan
Class 18 uPVC
Diameter
NA
NA
S. Barnes
Star Drilling
Checked By License No.
Date
NA NA
RAAF Base Tindal
Drilling Log
RAAF Base Tindal PFAS Investigation
Location
Soil Boring
Proj. No.
Project Department of Defence
754-MELEN199420
0090_BH183
0
1
Owner
Page: 1 of 1
CO
FF
EY
EN
VIR
ON
ME
NT
S
Rev
: 28
/1/1
6
754-
ME
LEN
1994
20(S
B).
GP
J I
T_C
OR
P.G
DT
7/
2/1
8
CLS
Sandy CLAY; low plasticity, fine grained sand, orange, dry.
clay increasing.
dry.
End of investigation at 0.3mbgs.
BH184_0.0
BH184_0.2
(Color, Texture, Structure)
Sam
ple
ID%
Rec
over
y
Geologic descriptions are based on ASTM Standard D 2487-93 and the USCS.
Description
Blo
w C
ount
US
CS
Cla
ss.
Dep
th(m
.)
Rec
over
y
PID
(ppm
)
Gra
phic
Log
Water Level Initial
0.3 m.NA North
COMMENTS
50 mm.
Fill Material
Method
Static
50 mm.
NA
Hand auger
Top of Casing
Log By E. Del Borrello
NA
Drill Co.
EastTotal Hole Depth
NA
Casing: Dia
Hand auger
Type
Screen: Dia Type/Size
Backfilled / Soil cuttings
Surface Elev.
NA
Rig/Core
Driller
Class 18 uPVC/0.5 mm.Length
11/8/17 Permit #
Length
S. Sullivan
Class 18 uPVC
Diameter
NA
NA
S. Barnes
Star Drilling
Checked By License No.
Date
NA NA
RAAF Base Tindal
Drilling Log
RAAF Base Tindal PFAS Investigation
Location
Soil Boring
Proj. No.
Project Department of Defence
754-MELEN199420
0090_BH184
0
1
Owner
Page: 1 of 1
CO
FF
EY
EN
VIR
ON
ME
NT
S
Rev
: 28
/1/1
6
754-
ME
LEN
1994
20(S
B).
GP
J I
T_C
OR
P.G
DT
7/
2/1
8
CLS
Sandy CLAY; low plasticity, fine grained sand, orange, dry.
clay increasing.
dry.
End of investigation at 0.3mbgs.
BH185_0.0
BH185_0.2
(Color, Texture, Structure)
Sam
ple
ID%
Rec
over
y
Geologic descriptions are based on ASTM Standard D 2487-93 and the USCS.
Description
Blo
w C
ount
US
CS
Cla
ss.
Dep
th(m
.)
Rec
over
y
PID
(ppm
)
Gra
phic
Log
Termites, ants at 0.3mbgs.
Water Level Initial
0.3 m.NA North
COMMENTS
50 mm.
Fill Material
Method
Static
50 mm.
NA
Hand auger
Top of Casing
Log By E. Del Borrello
NA
Drill Co.
EastTotal Hole Depth
NA
Casing: Dia
Hand auger
Type
Screen: Dia Type/Size
Backfilled / Soil cuttings
Surface Elev.
NA
Rig/Core
Driller
Class 18 uPVC/0.5 mm.Length
11/8/17 Permit #
Length
S. Sullivan
Class 18 uPVC
Diameter
NA
NA
S. Barnes
Star Drilling
Checked By License No.
Date
NA NA
RAAF Base Tindal
Drilling Log
RAAF Base Tindal PFAS Investigation
Location
Soil Boring
Proj. No.
Project Department of Defence
754-MELEN199420
0090_BH185
0
1
Owner
Page: 1 of 1
CO
FF
EY
EN
VIR
ON
ME
NT
S
Rev
: 28
/1/1
6
754-
ME
LEN
1994
20(S
B).
GP
J I
T_C
OR
P.G
DT
7/
2/1
8
CLS
Sandy CLAY; low plasticity, fine grained sand, brown-orange, hard, somesilt, dry.burnt grass to the surface.
dry.
End of investigation at 0.3mbgs.
BH186_0.0
BH186_0.2
(Color, Texture, Structure)
Sam
ple
ID%
Rec
over
y
Geologic descriptions are based on ASTM Standard D 2487-93 and the USCS.
Description
Blo
w C
ount
US
CS
Cla
ss.
Dep
th(m
.)
Rec
over
y
PID
(ppm
)
Gra
phic
Log
Termites, ant hills surrounding at3.0mbgs.
Water Level Initial
0.3 m.NA North
COMMENTS
50 mm.
Fill Material
Method
Static
50 mm.
NA
Hand auger
Top of Casing
Log By E. Del Borrello
NA
Drill Co.
EastTotal Hole Depth
NA
Casing: Dia
Hand auger
Type
Screen: Dia Type/Size
Backfilled / Soil cuttings
Surface Elev.
NA
Rig/Core
Driller
Class 18 uPVC/0.5 mm.Length
11/8/17 Permit #
Length
S. Sullivan
Class 18 uPVC
Diameter
NA
NA
S. Barnes
Star Drilling
Checked By License No.
Date
NA NA
RAAF Base Tindal
Drilling Log
RAAF Base Tindal PFAS Investigation
Location
Soil Boring
Proj. No.
Project Department of Defence
754-MELEN199420
0090_BH186
0
1
Owner
Page: 1 of 1
CO
FF
EY
EN
VIR
ON
ME
NT
S
Rev
: 28
/1/1
6
754-
ME
LEN
1994
20(S
B).
GP
J I
T_C
OR
P.G
DT
7/
2/1
8
CLS
Sandy CLAY; low plasticity, fine grained sand, dark brown-orange, dry,organic matter.
becomes more orange, clay content increasing, dry.
dry.
End of investigation at 0.3mbgs.
BH187_0.0
BH187_0.2
(Color, Texture, Structure)
Sam
ple
ID%
Rec
over
y
Geologic descriptions are based on ASTM Standard D 2487-93 and the USCS.
Description
Blo
w C
ount
US
CS
Cla
ss.
Dep
th(m
.)
Rec
over
y
PID
(ppm
)
Gra
phic
Log
Water Level Initial
0.3 m.NA North
COMMENTS
50 mm.
Fill Material
Method
Static
50 mm.
NA
Hand auger
Top of Casing
Log By E. Del Borrello
NA
Drill Co.
EastTotal Hole Depth
NA
Casing: Dia
Hand auger
Type
Screen: Dia Type/Size
Backfilled / Soil cuttings
Surface Elev.
NA
Rig/Core
Driller
Class 18 uPVC/0.5 mm.Length
11/8/17 Permit #
Length
S. Sullivan
Class 18 uPVC
Diameter
NA
NA
S. Barnes
Star Drilling
Checked By License No.
Date
NA NA
RAAF Base Tindal
Drilling Log
RAAF Base Tindal PFAS Investigation
Location
Soil Boring
Proj. No.
Project Department of Defence
754-MELEN199420
0090_BH187
0
1
Owner
Page: 1 of 1
CO
FF
EY
EN
VIR
ON
ME
NT
S
Rev
: 28
/1/1
6
754-
ME
LEN
1994
20(S
B).
GP
J I
T_C
OR
P.G
DT
7/
2/1
8
CLS
Sandy CLAY; low plasticity, fine grained sand, dark brown, dry.
becomes orange, clay content increases, dry.
End of investigation at 0.3mbgs.
BH188_0.0
BH188_0.2
(Color, Texture, Structure)
Sam
ple
ID%
Rec
over
y
Geologic descriptions are based on ASTM Standard D 2487-93 and the USCS.
Description
Blo
w C
ount
US
CS
Cla
ss.
Dep
th(m
.)
Rec
over
y
PID
(ppm
)
Gra
phic
Log
Area extensively burnt at0.3mbgs.
Water Level Initial
0.3 m.NA North
COMMENTS
50 mm.
Fill Material
Method
Static
50 mm.
NA
Hand auger
Top of Casing
Log By E. Del Borrello
NA
Drill Co.
EastTotal Hole Depth
NA
Casing: Dia
Hand auger
Type
Screen: Dia Type/Size
Backfilled / Soil cuttings
Surface Elev.
NA
Rig/Core
Driller
Class 18 uPVC/0.5 mm.Length
11/8/17 Permit #
Length
S. Sullivan
Class 18 uPVC
Diameter
NA
NA
S. Barnes
Star Drilling
Checked By License No.
Date
NA NA
RAAF Base Tindal
Drilling Log
RAAF Base Tindal PFAS Investigation
Location
Soil Boring
Proj. No.
Project Department of Defence
754-MELEN199420
0090_BH188
0
1
Owner
Page: 1 of 1
CO
FF
EY
EN
VIR
ON
ME
NT
S
Rev
: 28
/1/1
6
754-
ME
LEN
1994
20(S
B).
GP
J I
T_C
OR
P.G
DT
7/
2/1
8
CLS
Sandy CLAY; low plasticity, fine grained sand, yellow-brown, dry.
dry.
clay content increases with depth, dry.
End of investigation at 0.3mbgs.
BH189_0.0
BH189_0.2
(Color, Texture, Structure)
Sam
ple
ID%
Rec
over
y
Geologic descriptions are based on ASTM Standard D 2487-93 and the USCS.
Description
Blo
w C
ount
US
CS
Cla
ss.
Dep
th(m
.)
Rec
over
y
PID
(ppm
)
Gra
phic
Log
Water Level Initial
0.3 m.NA North
COMMENTS
50 mm.
Fill Material
Method
Static
50 mm.
NA
Hand auger
Top of Casing
Log By E. Del Borrello
NA
Drill Co.
EastTotal Hole Depth
NA
Casing: Dia
Hand auger
Type
Screen: Dia Type/Size
Backfilled / Soil cuttings
Surface Elev.
NA
Rig/Core
Driller
Class 18 uPVC/0.5 mm.Length
11/8/17 Permit #
Length
S. Sullivan
Class 18 uPVC
Diameter
NA
NA
S. Barnes
Star Drilling
Checked By License No.
Date
NA NA
RAAF Base Tindal
Drilling Log
RAAF Base Tindal PFAS Investigation
Location
Soil Boring
Proj. No.
Project Department of Defence
754-MELEN199420
0090_BH189
0
1
Owner
Page: 1 of 1
CO
FF
EY
EN
VIR
ON
ME
NT
S
Rev
: 28
/1/1
6
754-
ME
LEN
1994
20(S
B).
GP
J I
T_C
OR
P.G
DT
7/
2/1
8
CLML
CLS
Silty CLAY; dark brown-grey, fine grained, dry, loose, roots and animalbones.
Sandy CLAY; low plasticity, fine grained, yellow-brown, hard, dry.
clay content increasing with depth, dry.
End of investigation at 0.3mbgs.
BH190_0.0
BH190_0.2
(Color, Texture, Structure)
Sam
ple
ID%
Rec
over
y
Geologic descriptions are based on ASTM Standard D 2487-93 and the USCS.
Description
Blo
w C
ount
US
CS
Cla
ss.
Dep
th(m
.)
Rec
over
y
PID
(ppm
)
Gra
phic
Log
Water Level Initial
0.3 m.NA North
COMMENTS
50 mm.
Fill Material
Method
Static
50 mm.
NA
Hand auger
Top of Casing
Log By E. Del Borrello
NA
Drill Co.
EastTotal Hole Depth
NA
Casing: Dia
Hand auger
Type
Screen: Dia Type/Size
Backfilled / Soil cuttings
Surface Elev.
NA
Rig/Core
Driller
Class 18 uPVC/0.5 mm.Length
11/8/17 Permit #
Length
S. Sullivan
Class 18 uPVC
Diameter
NA
NA
S. Barnes
Star Drilling
Checked By License No.
Date
NA NA
RAAF Base Tindal
Drilling Log
RAAF Base Tindal PFAS Investigation
Location
Soil Boring
Proj. No.
Project Department of Defence
754-MELEN199420
0090_BH190
0
1
Owner
Page: 1 of 1
CO
FF
EY
EN
VIR
ON
ME
NT
S
Rev
: 28
/1/1
6
754-
ME
LEN
1994
20(S
B).
GP
J I
T_C
OR
P.G
DT
7/
2/1
8
CLs
Sandy CLAY; low plasticity, fine grained sand, dark brown, some silt, dry,some roots.
same material type but yellow, brown and high clay content.
End of investigation at 0.3mbgs.
BH191_0.0
BH191_0.2
(Color, Texture, Structure)
Sam
ple
ID%
Rec
over
y
Geologic descriptions are based on ASTM Standard D 2487-93 and the USCS.
Description
Blo
w C
ount
US
CS
Cla
ss.
Dep
th(m
.)
Rec
over
y
PID
(ppm
)
Gra
phic
Log
Termites and ant mounds aroundat 3.0mbgs.
Water Level Initial
0.3 m.NA North
COMMENTS
50 mm.
Fill Material
Method
Static
50 mm.
NA
Hand auger
Top of Casing
Log By E. Del Borrello
NA
Drill Co.
EastTotal Hole Depth
NA
Casing: Dia
Hand auger
Type
Screen: Dia Type/Size
Backfilled / Soil cuttings
Surface Elev.
NA
Rig/Core
Driller
Class 18 uPVC/0.5 mm.Length
11/8/17 Permit #
Length
S. Sullivan
Class 18 uPVC
Diameter
NA
NA
S. Barnes
Star Drilling
Checked By License No.
Date
NA NA
RAAF Base Tindal
Drilling Log
RAAF Base Tindal PFAS Investigation
Location
Soil Boring
Proj. No.
Project Department of Defence
754-MELEN199420
0090_BH191
0
1
Owner
Page: 1 of 1
CO
FF
EY
EN
VIR
ON
ME
NT
S
Rev
: 28
/1/1
6
754-
ME
LEN
1994
20(S
B).
GP
J I
T_C
OR
P.G
DT
7/
2/1
8
0
0.2
0.5
CLS
SC
Fill: Sandy CLAY; low plasticity, grey-brown, with some fine to coarserounded to sub-angular gravels, trace of white cobbles, dry.
Fill: Clayey SAND; fine to medium sand, olive-brown, dry.
End of investigation at 0.5mbgs.
BH192_0.0-0.1
BH192_0.2-0.3
BH192_0.4-0.5
(Color, Texture, Structure)
Sam
ple
ID%
Rec
over
y
Geologic descriptions are based on ASTM Standard D 2487-93 and the USCS.
Description
Blo
w C
ount
US
CS
Cla
ss.
Dep
th(m
.)
Rec
over
y
PID
(ppm
)
Gra
phic
Log
Water Level Initial
0.5 m.NA North
COMMENTS
50 mm.
Fill Material
Method
Static
70 mm.
NA
Hand auger
Top of Casing
Log By G. Harris
NA
Drill Co.
EastTotal Hole Depth
NA
Casing: Dia
Hand auger
Type
Screen: Dia Type/Size
Backfilled / Soil cuttings
Surface Elev.
NA
Rig/Core
Driller
Class 18 uPVC/0.5 mm.Length
15/8/17 Permit #
Length
S. Sullivan
Class 18 uPVC
Diameter
NA
NA
N. Rustle
Hagstorm Drilling
Checked By License No.
Date
NA NA
RAAF Base Tindal
Drilling Log
RAAF Base Tindal PFAS Investigation
Location
Soil Boring
Proj. No.
Project Department of Defence
754-MELEN199420
0090_BH192
0
1
Owner
Page: 1 of 1
CO
FF
EY
EN
VIR
ON
ME
NT
S
Rev
: 28
/1/1
6
754-
ME
LEN
1994
20(S
B).
GP
J I
T_C
OR
P.G
DT
7/
2/1
8
CLS
CLS
CLS
Fill: Sandy CLAY; medium plasticity, brown, with traces of fine to coarsesub-rounded white gravels, fine to medium grained, dry.
Sandy CLAY; medium plasticity, dark brown, fine to medium sand, dry.
low plasticity, brown, fine to medium grained sand, some tree roots, dry.
End of investigation at 0.55mbgs.
BH193_0.0-0.1
BH193_0.2-0.3
BH193_0.4-0.55
(Color, Texture, Structure)
Sam
ple
ID%
Rec
over
y
Geologic descriptions are based on ASTM Standard D 2487-93 and the USCS.
Description
Blo
w C
ount
US
CS
Cla
ss.
Dep
th(m
.)
Rec
over
y
PID
(ppm
)
Gra
phic
Log
Water Level Initial
0.6 m.NA North
COMMENTS
50 mm.
Fill Material
Method
Static
70 mm.
NA
Hand auger
Top of Casing
Log By G. Harris
NA
Drill Co.
EastTotal Hole Depth
NA
Casing: Dia
Hand auger
Type
Screen: Dia Type/Size
Backfilled / Soil cuttings
Surface Elev.
NA
Rig/Core
Driller
Class 18 uPVC/0.5 mm.Length
15/8/17 Permit #
Length
S. Sullivan
Class 18 uPVC
Diameter
NA
NA
N. Rustle
Hagstorm Drilling
Checked By License No.
Date
NA NA
RAAF Base Tindal
Drilling Log
RAAF Base Tindal PFAS Investigation
Location
Soil Boring
Proj. No.
Project Department of Defence
754-MELEN199420
0090_BH193
0
1
Owner
Page: 1 of 1
CO
FF
EY
EN
VIR
ON
ME
NT
S
Rev
: 28
/1/1
6
754-
ME
LEN
1994
20(S
B).
GP
J I
T_C
OR
P.G
DT
7/
2/1
8
CLML
CLML
Sandy Silty CLAY; low plasticity, dark red-brown, some gravel, dry, organicmatter, roots, leaves, grass.
Silty CLAY; medium plasticity, dark red-brown, with water, dry.
clay content increasing with depth, dry.
dry.
End of investigation at 2.0mbgs.
BH194_0.0
BH194_0.2
BH194_0.5
BH194_1.0
BH194_1.5
BH194_2.0
(Color, Texture, Structure)
Sam
ple
ID%
Rec
over
y
Geologic descriptions are based on ASTM Standard D 2487-93 and the USCS.
Description
Blo
w C
ount
US
CS
Cla
ss.
Dep
th(m
.)
Rec
over
y
PID
(ppm
)
Gra
phic
Log
Water Level Initial
2.0 m.NA North
COMMENTS
50 mm.
Fill Material
Method
Static
50 mm.
NA
Hand auger
Top of Casing
Log By E. Del Borrello
NA
Drill Co.
EastTotal Hole Depth
NA
Casing: Dia
Hand auger / Solid auger
Type
Screen: Dia Type/Size
Backfilled / Soil cuttings
Surface Elev.
NA
Rig/Core
Driller
Class 18 uPVC/0.5 mm.Length
24/8/17 Permit #
Length
S. Sullivan
Class 18 uPVC
Diameter
NA
NA
S. Barnes
Star Drilling
Checked By License No.
Date
NA NA
RAAF Base Tindal
Drilling Log
RAAF Base Tindal PFAS Investigation
Location
Soil Boring
Proj. No.
Project Department of Defence
754-MELEN199420
0090_BH194
0
1
2
3
Owner
Page: 1 of 1
CO
FF
EY
EN
VIR
ON
ME
NT
S
Rev
: 28
/1/1
6
754-
ME
LEN
1994
20(S
B).
GP
J I
T_C
OR
P.G
DT
7/
2/1
8
CLS
CLML
Sandy CLAY; low plasticity, fine grained sand and gravel, dark red-brown,dry, roots and leaves.
clay content increasing, no odour.
Silty CLAY; low plasticity, medium grained, dark red, brown, dry.
dry.
End of investigation at 2.0mbgs.
BH195_0.0
BH195_0.2
BH195_0.5
BH195_1.0
BH195_1.5QCBH199&QCBH199A
BH195_2.0
(Color, Texture, Structure)
Sam
ple
ID%
Rec
over
y
Geologic descriptions are based on ASTM Standard D 2487-93 and the USCS.
Description
Blo
w C
ount
US
CS
Cla
ss.
Dep
th(m
.)
Rec
over
y
PID
(ppm
)
Gra
phic
Log
Water Level Initial
2.0 m.NA North
COMMENTS
50 mm.
Fill Material
Method
Static
50 mm.
NA
Hand auger
Top of Casing
Log By E. Del Borrello
NA
Drill Co.
EastTotal Hole Depth
NA
Casing: Dia
Hand auger / Solid auger
Type
Screen: Dia Type/Size
Backfilled / Soil cuttings
Surface Elev.
NA
Rig/Core
Driller
Class 18 uPVC/0.5 mm.Length
24/8/17 Permit #
Length
S. Sullivan
Class 18 uPVC
Diameter
NA
NA
S. Barnes
Star Drilling
Checked By License No.
Date
NA NA
RAAF Base Tindal
Drilling Log
RAAF Base Tindal PFAS Investigation
Location
Soil Boring
Proj. No.
Project Department of Defence
754-MELEN199420
0090_BH195
0
1
2
3
Owner
Page: 1 of 1
CO
FF
EY
EN
VIR
ON
ME
NT
S
Rev
: 28
/1/1
6
754-
ME
LEN
1994
20(S
B).
GP
J I
T_C
OR
P.G
DT
7/
2/1
8
SP
CLML
Fill: SAND; fine to medium grained sand, brown, moist, grass covering,roots through layer.
Silty CLAY; high plasticity, red-brown, moist.
End of investigation at 0.3mbgs.
BH196_0.0-0.1
BH196_0.2-0.3
(Color, Texture, Structure)
Sam
ple
ID%
Rec
over
y
Geologic descriptions are based on ASTM Standard D 2487-93 and the USCS.
Description
Blo
w C
ount
US
CS
Cla
ss.
Dep
th(m
.)
Rec
over
y
PID
(ppm
)
Gra
phic
Log
Water Level Initial
0.3 m.NA North
COMMENTS
50 mm.
Fill Material
Method
Static
70 mm.
NA
Hand auger
Top of Casing
Log By G. Harris
NA
Drill Co.
EastTotal Hole Depth
NA
Casing: Dia
Hand auger
Type
Screen: Dia Type/Size
Backfilled / Soil cuttings
Surface Elev.
NA
Rig/Core
Driller
Class 18 uPVC/0.5 mm.Length
5/9/17 Permit #
Length
S. Sullivan
Class 18 uPVC
Diameter
NA
NA
N. Rustle
Hagstorm Drilling
Checked By License No.
Date
NA NA
RAAF Base Tindal
Drilling Log
RAAF Base Tindal PFAS Investigation
Location
Soil Boring
Proj. No.
Project Department of Defence
754-MELEN199420
0090_BH196
0
1
Owner
Page: 1 of 1
CO
FF
EY
EN
VIR
ON
ME
NT
S
Rev
: 28
/1/1
6
754-
ME
LEN
1994
20(S
B).
GP
J I
T_C
OR
P.G
DT
7/
2/1
8
SP
CLML
Fill: SAND; fine to medium grained, brown, moist, grass on surface, grassroots through layer.
Silty CLAY; high plasticity, red-brown, moist.
End of investigatino at 0.3mbgs.
BH197_0.0-0.1
BH197_0.2-0.3
(Color, Texture, Structure)
Sam
ple
ID%
Rec
over
y
Geologic descriptions are based on ASTM Standard D 2487-93 and the USCS.
Description
Blo
w C
ount
US
CS
Cla
ss.
Dep
th(m
.)
Rec
over
y
PID
(ppm
)
Gra
phic
Log
Water Level Initial
0.3 m.NA North
COMMENTS
50 mm.
Fill Material
Method
Static
70 mm.
NA
Hand auger
Top of Casing
Log By G. Harris
NA
Drill Co.
EastTotal Hole Depth
NA
Casing: Dia
Hand auger
Type
Screen: Dia Type/Size
Backfilled / Soil cuttings
Surface Elev.
NA
Rig/Core
Driller
Class 18 uPVC/0.5 mm.Length
5/9/17 Permit #
Length
S. Sullivan
Class 18 uPVC
Diameter
NA
NA
N. Rustle
Hagstorm Drilling
Checked By License No.
Date
NA NA
RAAF Base Tindal
Drilling Log
RAAF Base Tindal PFAS Investigation
Location
Soil Boring
Proj. No.
Project Department of Defence
754-MELEN199420
0090_BH197
0
1
Owner
Page: 1 of 1
CO
FF
EY
EN
VIR
ON
ME
NT
S
Rev
: 28
/1/1
6
754-
ME
LEN
1994
20(S
B).
GP
J I
T_C
OR
P.G
DT
7/
2/1
8
SP
CLML
Fill: SAND; fine to medium grained sand, brown, moist, grass on surface,grass roots.
grass roots.
Silty CLAY; high plasticity, red-brown, traces of fine grained sand.
End of investigation at 0.3mbgs.
BH198_0.0-0.1
BH198_0.2-0.3
(Color, Texture, Structure)
Sam
ple
ID%
Rec
over
y
Geologic descriptions are based on ASTM Standard D 2487-93 and the USCS.
Description
Blo
w C
ount
US
CS
Cla
ss.
Dep
th(m
.)
Rec
over
y
PID
(ppm
)
Gra
phic
Log
Water Level Initial
0.3 m.NA North
COMMENTS
50 mm.
Fill Material
Method
Static
70 mm.
NA
Hand auger
Top of Casing
Log By G. Harris
NA
Drill Co.
EastTotal Hole Depth
NA
Casing: Dia
Hand auger
Type
Screen: Dia Type/Size
Backfilled / Soil cuttings
Surface Elev.
NA
Rig/Core
Driller
Class 18 uPVC/0.5 mm.Length
5/9/17 Permit #
Length
S. Sullivan
Class 18 uPVC
Diameter
NA
NA
N. Rustle
Hagstorm Drilling
Checked By License No.
Date
NA NA
RAAF Base Tindal
Drilling Log
RAAF Base Tindal PFAS Investigation
Location
Soil Boring
Proj. No.
Project Department of Defence
754-MELEN199420
0090_BH198
0
1
Owner
Page: 1 of 1
CO
FF
EY
EN
VIR
ON
ME
NT
S
Rev
: 28
/1/1
6
754-
ME
LEN
1994
20(S
B).
GP
J I
T_C
OR
P.G
DT
7/
2/1
8
CLML
CLML
Fill: Silty CLAY; medium plasticity, dark brown, with some minor sand,moist.
Silty CLAY; medium plasticity, red-brown, with some trace of sand, moist.
End of investigation at 0.3mbgs.
BH199_0.0-0.1
BH199_0.2-0.3
(Color, Texture, Structure)
Sam
ple
ID%
Rec
over
y
Geologic descriptions are based on ASTM Standard D 2487-93 and the USCS.
Description
Blo
w C
ount
US
CS
Cla
ss.
Dep
th(m
.)
Rec
over
y
PID
(ppm
)
Gra
phic
Log
Water Level Initial
0.3 m.NA North
COMMENTS
50 mm.
Fill Material
Method
Static
70 mm.
NA
Hand auger
Top of Casing
Log By G. Harris
NA
Drill Co.
EastTotal Hole Depth
NA
Casing: Dia
Hand auger
Type
Screen: Dia Type/Size
Backfilled / Soil cuttings
Surface Elev.
NA
Rig/Core
Driller
Class 18 uPVC/0.5 mm.Length
5/9/17 Permit #
Length
S. Sullivan
Class 18 uPVC
Diameter
NA
NA
N. Rustle
Hagstorm Drilling
Checked By License No.
Date
NA NA
RAAF Base Tindal
Drilling Log
RAAF Base Tindal PFAS Investigation
Location
Soil Boring
Proj. No.
Project Department of Defence
754-MELEN199420
0090_BH199
0
1
Owner
Page: 1 of 1
CO
FF
EY
EN
VIR
ON
ME
NT
S
Rev
: 28
/1/1
6
754-
ME
LEN
1994
20(S
B).
GP
J I
T_C
OR
P.G
DT
7/
2/1
8
SW
SC
Fill: SAND; fine to medium grained sand, dark brown, with some clay, dry tomoist, loose.
Clayey SAND; fine to medium grained sand, red-brown, dry to moist, looseto medium density.
End of investigation at 0.3mbgs.
BH200_0.0-0.1
BH200_0.2-0.3
(Color, Texture, Structure)
Sam
ple
ID%
Rec
over
y
Geologic descriptions are based on ASTM Standard D 2487-93 and the USCS.
Description
Blo
w C
ount
US
CS
Cla
ss.
Dep
th(m
.)
Rec
over
y
PID
(ppm
)
Gra
phic
Log
Water Level Initial
0.3 m.NA North
COMMENTS
50 mm.
Fill Material
Method
Static
70 mm.
NA
Hand auger
Top of Casing
Log By G. Harris
NA
Drill Co.
EastTotal Hole Depth
NA
Casing: Dia
Hand auger
Type
Screen: Dia Type/Size
Backfilled / Soil cuttings
Surface Elev.
NA
Rig/Core
Driller
Class 18 uPVC/0.5 mm.Length
5/9/17 Permit #
Length
S. Sullivan
Class 18 uPVC
Diameter
NA
NA
N. Rustle
Hagstorm Drilling
Checked By License No.
Date
NA NA
RAAF Base Tindal
Drilling Log
RAAF Base Tindal PFAS Investigation
Location
Soil Boring
Proj. No.
Project Department of Defence
754-MELEN199420
0090_BH200
0
1
Owner
Page: 1 of 1
CO
FF
EY
EN
VIR
ON
ME
NT
S
Rev
: 28
/1/1
6
754-
ME
LEN
1994
20(S
B).
GP
J I
T_C
OR
P.G
DT
7/
2/1
8
SM
CLML
Fill: Silty SAND; fine to medium grained sand, dark brown, trace of clay,moist, loose.
Silty CLAY; medium plasticity, red-brown, with trace of sand, moist, stiff tovery stiff.
End of investigation at 0.3mbgs.
BH201_0.0-0.1
BH201_0.2-0.3
(Color, Texture, Structure)
Sam
ple
ID%
Rec
over
y
Geologic descriptions are based on ASTM Standard D 2487-93 and the USCS.
Description
Blo
w C
ount
US
CS
Cla
ss.
Dep
th(m
.)
Rec
over
y
PID
(ppm
)
Gra
phic
Log
Water Level Initial
0.3 m.NA North
COMMENTS
50 mm.
Fill Material
Method
Static
70 mm.
NA
Hand auger
Top of Casing
Log By G. Harris
NA
Drill Co.
EastTotal Hole Depth
NA
Casing: Dia
Hand auger
Type
Screen: Dia Type/Size
Backfilled / Soil cuttings
Surface Elev.
NA
Rig/Core
Driller
Class 18 uPVC/0.5 mm.Length
5/9/17 Permit #
Length
S. Sullivan
Class 18 uPVC
Diameter
NA
NA
N. Rustle
Hagstorm Drilling
Checked By License No.
Date
NA NA
RAAF Base Tindal
Drilling Log
RAAF Base Tindal PFAS Investigation
Location
Soil Boring
Proj. No.
Project Department of Defence
754-MELEN199420
0090_BH201
0
1
Owner
Page: 1 of 1
CO
FF
EY
EN
VIR
ON
ME
NT
S
Rev
: 28
/1/1
6
754-
ME
LEN
1994
20(S
B).
GP
J I
T_C
OR
P.G
DT
7/
2/1
8
CLML
Silty CLAY; medium to high plasticity, red-brown, with roots, dry.
End of investigation at 0.3mbgs.
BH202_0.0-0.1
BH202_0.2-0.3
(Color, Texture, Structure)
Sam
ple
ID%
Rec
over
y
Geologic descriptions are based on ASTM Standard D 2487-93 and the USCS.
Description
Blo
w C
ount
US
CS
Cla
ss.
Dep
th(m
.)
Rec
over
y
PID
(ppm
)
Gra
phic
Log
Water Level Initial
0.3 m.NA North
COMMENTS
50 mm.
Fill Material
Method
Static
70 mm.
NA
Hand auger
Top of Casing
Log By G. Harris
NA
Drill Co.
EastTotal Hole Depth
NA
Casing: Dia
Hand auger
Type
Screen: Dia Type/Size
Backfilled / Soil cuttings
Surface Elev.
NA
Rig/Core
Driller
Class 18 uPVC/0.5 mm.Length
5/9/17 Permit #
Length
S. Sullivan
Class 18 uPVC
Diameter
NA
NA
N. Rustle
Hagstorm Drilling
Checked By License No.
Date
NA NA
RAAF Base Tindal
Drilling Log
RAAF Base Tindal PFAS Investigation
Location
Soil Boring
Proj. No.
Project Department of Defence
754-MELEN199420
0090_BH202
0
1
Owner
Page: 1 of 1
CO
FF
EY
EN
VIR
ON
ME
NT
S
Rev
: 28
/1/1
6
754-
ME
LEN
1994
20(S
B).
GP
J I
T_C
OR
P.G
DT
7/
2/1
8
SP
Fill: SAND; fine to coarse grained, brown, dry.
CONCRETE
Refusal at 0.3mbgs on concrete.
BH203_0.0-0.1
BH203_0.2-0.3
(Color, Texture, Structure)
Sam
ple
ID%
Rec
over
y
Geologic descriptions are based on ASTM Standard D 2487-93 and the USCS.
Description
Blo
w C
ount
US
CS
Cla
ss.
Dep
th(m
.)
Rec
over
y
PID
(ppm
)
Gra
phic
Log
Water Level Initial
0.3 m.NA North
COMMENTS
50 mm.
Fill Material
Method
Static
70 mm.
NA
Hand auger
Top of Casing
Log By G. Harris
NA
Drill Co.
EastTotal Hole Depth
NA
Casing: Dia
Hand auger
Type
Screen: Dia Type/Size
Backfilled / Soil cuttings
Surface Elev.
NA
Rig/Core
Driller
Class 18 uPVC/0.5 mm.Length
5/9/17 Permit #
Length
S. Sullivan
Class 18 uPVC
Diameter
NA
NA
N. Rustle
Hagstorm Drilling
Checked By License No.
Date
NA NA
RAAF Base Tindal
Drilling Log
RAAF Base Tindal PFAS Investigation
Location
Soil Boring
Proj. No.
Project Department of Defence
754-MELEN199420
0090_BH203
0
1
Owner
Page: 1 of 1
CO
FF
EY
EN
VIR
ON
ME
NT
S
Rev
: 28
/1/1
6
754-
ME
LEN
1994
20(S
B).
GP
J I
T_C
OR
P.G
DT
7/
2/1
8
CLS
CLS
Fill: Sandy CLAY; fine to medium grained, red-brown, with some roots, dry,firm to stiff.
Sandy CLAY; fine to medium grained, red-brown, moist, stiff.
moisture increasing with depth.
End of investigation at 0.3mbgs.
BH204_0.0
BH204_0.1
BH204_0.2
BH204_0.3
(Color, Texture, Structure)
Sam
ple
ID%
Rec
over
y
Geologic descriptions are based on ASTM Standard D 2487-93 and the USCS.
Description
Blo
w C
ount
US
CS
Cla
ss.
Dep
th(m
.)
Rec
over
y
PID
(ppm
)
Gra
phic
Log
Water Level Initial
0.3 m.NA North
COMMENTS
50 mm.
Fill Material
Method
Static
70 mm.
NA
Hand auger
Top of Casing
Log By G. Harris
NA
Drill Co.
EastTotal Hole Depth
NA
Casing: Dia
Hand auger
Type
Screen: Dia Type/Size
Backfilled / Soil cuttings
Surface Elev.
NA
Rig/Core
Driller
Class 18 uPVC/0.5 mm.Length
5/9/17 Permit #
Length
S. Sullivan
Class 18 uPVC
Diameter
NA
NA
N. Rustle
Hagstorm Drilling
Checked By License No.
Date
NA NA
RAAF Base Tindal
Drilling Log
RAAF Base Tindal PFAS Investigation
Location
Soil Boring
Proj. No.
Project Department of Defence
754-MELEN199420
0090_BH204
0
1
Owner
Page: 1 of 1
CO
FF
EY
EN
VIR
ON
ME
NT
S
Rev
: 28
/1/1
6
754-
ME
LEN
1994
20(S
B).
GP
J I
T_C
OR
P.G
DT
7/
2/1
8
CLML
CLML
Fill: Silty CLAY; medium to high plasticity, red-brown, with some roots, dry,firm to stiff.
Silty CLAY; medium to high plasticity, red-brown, dry, stiff.
End of investigation at 0.3mbgs.
BH205_0.0-0.1
BH205_0.2-0.3
(Color, Texture, Structure)
Sam
ple
ID%
Rec
over
y
Geologic descriptions are based on ASTM Standard D 2487-93 and the USCS.
Description
Blo
w C
ount
US
CS
Cla
ss.
Dep
th(m
.)
Rec
over
y
PID
(ppm
)
Gra
phic
Log
Water Level Initial
0.3 m.NA North
COMMENTS
50 mm.
Fill Material
Method
Static
70 mm.
NA
Hand auger
Top of Casing
Log By G. Harris
NA
Drill Co.
EastTotal Hole Depth
NA
Casing: Dia
Hand auger
Type
Screen: Dia Type/Size
Backfilled / Soil cuttings
Surface Elev.
NA
Rig/Core
Driller
Class 18 uPVC/0.5 mm.Length
5/9/17 Permit #
Length
S. Sullivan
Class 18 uPVC
Diameter
NA
NA
N. Rustle
Hagstorm Drilling
Checked By License No.
Date
NA NA
RAAF Base Tindal
Drilling Log
RAAF Base Tindal PFAS Investigation
Location
Soil Boring
Proj. No.
Project Department of Defence
754-MELEN199420
0090_BH205
0
1
Owner
Page: 1 of 1
CO
FF
EY
EN
VIR
ON
ME
NT
S
Rev
: 28
/1/1
6
754-
ME
LEN
1994
20(S
B).
GP
J I
T_C
OR
P.G
DT
7/
2/1
8
