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R
u
a
k
u
r
a
R
o
a
d
AS121
AS122
AS123
AS124
AS125
AS126
BH102
BH103
CPT103
SCPT102
TP105
TP106
TP107
TP108
TP104
Approved Revision DateRevision Amendment
LEGEND
BUSINESS ZONE NORTH OF
AGRESEARCH
BOREHOLE
CPT
SEISMIC CPT
AUGER SCALE
TEST PIT
500
1:5000
0 10050 150 350200 250 300 400 450
m
@ A1
@ A31:10000
200
100
5010
0mm
300
mm
ScaleProject No. Drawing No. Sheet. No.
Project
Sheet
Revision
Original Sheet Size A1 [841x594] Plot Date 29 May 2013 @ 3:46 p.m. Path G:\232100\32113_00 Ruakura TGH\Drawings\CAD\Factual Report\2_1826_5_5204_FIG_2-4.dwg FIG.3
Drawn Approved Revision DateDesigned
Hamilton Office Private Bag 3057Hamilton 3240New Zealand+64 7 838 9344
TAINUI GROUP HOLDINGS LTDSTAGE 1 GEOTECHNICAL INVESTIGATIONSRUAKURA DEVELOPMENT
FIGURE 3: EXPLORATORY HOLE LOCATION PLANBUSINESS ZONE NORTH OF AGRESEARCH
2/1826/5/5204 FIG.3 R1232113.00 1:5000 [A1] 1:10000 [A3]
G.M.B. 22May13
Hamilton Ring Road
Tramway Road
Pow
ells R
oad
R
u
a
k
u
ra
R
o
a
d
AGRESEARCH
INNOVATION PARK
S
ilv
e
r
d
a
le
R
o
a
d
R
u
a
k
u
r
a
R
o
a
d
AS127
AS128
AS130
AS131
AS132
AS133
AS134
AS135
AS136
AS137
AS138
AS139
AS140
AS141
AS142
AS143
AS144
BH104
BH105
BH106
BH107
BH108 DEEP
BH108 SHALLOW
BH109
BH110
BH111
BH112
CPT104
CPT105
SCPT103
TP109
TP110
TP111
TP112
TP113
TP114
TP115
TP116
Approved Revision DateRevision Amendment
LEGEND
INLAND PORT ZONE
BUSINESS ZONE SOUTH OF
INLAND PORT
BOREHOLE
CPT
SEISMIC CPT
AUGER SCALE
TEST PIT
500
1:5000
0 10050 150 350200 250 300 400 450
m
@ A1
@ A31:10000
200
100
5010
0mm
300
mm
ScaleProject No. Drawing No. Sheet. No.
Project
Sheet
Revision
Original Sheet Size A1 [841x594] Plot Date 29 May 2013 @ 3:46 p.m. Path G:\232100\32113_00 Ruakura TGH\Drawings\CAD\Factual Report\2_1826_5_5204_FIG_2-4.dwg FIG.4
Drawn Approved Revision DateDesigned
Hamilton Office Private Bag 3057Hamilton 3240New Zealand+64 7 838 9344
TAINUI GROUP HOLDINGS LTDSTAGE 1 GEOTECHNICAL INVESTIGATIONSRUAKURA DEVELOPMENT
FIGURE 4: EXPLORATORY HOLE LOCATION PLANINLAND PORT ZONE AND BUSINESS ZONE TO SOUTH
2/1826/5/5204 FIG.4 R1232113.00 1:5000 [A1] 1:10000 [A3]
G.M.B. 22May13
AGRESEARCH
TOPSOIL
FILL, sandy SILT, minor gravel, dark brown. Soft, wet, plastic. Gravel fine, pumice.
1.5m tree root in SPT.
FILL, SILT, dark brown. Soft, moist, plastic.
2.00m timber fragments.
FILL, sandy SILT, some gravel, dark brown. Soft, wet, non-plastic. Gravel fine, angularpumice.
FILL, fine-coarse SAND, minor silt, dark brown. Medium dense, wet, well graded, non-plastic.
Nail and fabric fragments in SPT.
FILL, gravelly fine-coarse SANDgrey. Medium dense, wet, poorly graded, non-plastic. Gravelfine-medium, angular. Trace steel wire.
5.70-6.00m iron staining.
6.80m Wire fragment.
Fine-coarse SAND, greenish grey. Medium dense, wet, poorly graded, non-plastic.
Co
ncre
te /
Flu
sh
To
by
Be
nto
nite
32
mm
Slo
tte
d P
VC
/ W
alto
n P
ark
Be
nto
nite
20
8
14
40
12
55
80
11
0
36
100
0
0
13
58
100
100
4/4//6/4/3/7
0/0//2/2/2/2
1/2//1/2/6/5
4/7//8/9/10/13
6/5//3/3/3/3
No c
asin
g in
sta
lled.
HQ
Siz
e, T
riple
Tube, W
irelin
e R
ota
ry C
oring
HQTT
PT
SPT
HQTT
SPT
HQTT
SPT
HQTT
SPT
HQTT
SPT
HQTT
41.15 m 1
MAIN DESCRIPTION GR
AP
HIC
LO
G
OT
HE
RIN
ST
RU
ME
NT
AT
ION
SP
T 'N
' V
AL
UE
GE
OL
OG
Y/U
NIT
LOGGED
LOGGED IN ACCORDANCE WITH NZ GEOTECHNICAL SOCIETY GUIDELINES (2005)
11/04/2013
T de Malmanche
STARTED
CLIENT
INCLINATION/
FINISHED
DRILLING Co.
LAB REF.
PROJECT No.
NOTES
TO
TA
L C
OR
ER
EC
OV
ER
Y (
%)
R.L
. (m
)
40
38
36
34
of
Borehole No: 112
DE
PT
H (
m)
1
2
3
4
5
6
7
2-32113.00
12/04/2013
SP
T B
LO
WC
OU
NT
S O
RS
HE
AR
VA
LU
E
Scale 1:25 @ A3
CA
SIN
G
BA
SE
OF
HO
LE
& W
AT
ER
LE
VE
L
13/843/001
AZIMUTH
DRILLING RIG
CHECKED
25.95 mNZTM
REF. GRID
ADDITIONAL NOTES
Perry Geotech
TractorJ Garvey
Tainui Group Holdings Ltd
DEPTH
DR
ILL
ING
ME
TH
OD
SA
MP
LE
TY
PE
4SHEET
DATUM
Vertical; n/a
R.L.
Moturiki 1953
CO-ORD.
Ruakura South
PROJECT
LOCATION
1805509 E 5815661 NRuakura Development Stage 1 Investigations
PIE
ZO
ME
TE
RD
ET
AIL
S
SO
IL L
OG
2
-32
11
3.0
0.G
PJ
HM
N_
TE
M.G
DT
2
6/0
4/1
3
CORE DRILLINGTESTS
19
/04
/13
19
/04
/13
Fine-coarse SAND, greenish grey. Medium dense, wet, poorly graded, non-plastic.(continued)
Fine-coarse SAND, minor gravel, grey. Medium dense, wet, well graded, non-plastic. Gravelfine, angular.
9.50m wire fragment.
Fine-coarse SAND, grey. Medium dense, wet, well graded, non-plastic.
Fine SAND, trace silt, light grey. Medium dense, moist, well graded, laminated, non-plastic.10.50m grey, wet, homogeneous.
Fine-medium SAND, minor silt, grey. Loose, wet, well graded, non-plastic. Pumiceous.
13.30m thin sandy SILT layer, soft.
SILT, trace sand, grey. Soft, moist, non-plastic.
Fine SAND, trace silt, grey. Loose, moist, uniformly graded, non-plastic. Pumice.
Be
nto
nite
12
14
21
7
5
0
65
67
100
67
90
0
76
89
76
3/3//3/3/3/3
5/4//4/4/4/2
3/3//4/5/7/5
3/4//3/1/1/2
3/3//2/0/1/2
HQ
Siz
e, T
riple
Tube, W
irelin
e R
ota
ry C
oring
SPT
HQTT
SPT
HQTT
SPT
HQTT
SPT
HQTT
SPT
HQTT
41.15 m 2
MAIN DESCRIPTION GR
AP
HIC
LO
G
OT
HE
RIN
ST
RU
ME
NT
AT
ION
SP
T 'N
' V
AL
UE
GE
OL
OG
Y/U
NIT
LOGGED
LOGGED IN ACCORDANCE WITH NZ GEOTECHNICAL SOCIETY GUIDELINES (2005)
11/04/2013
T de Malmanche
STARTED
CLIENT
INCLINATION/
FINISHED
DRILLING Co.
LAB REF.
PROJECT No.
NOTES
TO
TA
L C
OR
ER
EC
OV
ER
Y (
%)
R.L
. (m
)
32
30
28
of
Borehole No: 112
DE
PT
H (
m)
8
9
10
11
12
13
14
2-32113.00
12/04/2013
SP
T B
LO
WC
OU
NT
S O
RS
HE
AR
VA
LU
E
Scale 1:25 @ A3
CA
SIN
G
BA
SE
OF
HO
LE
& W
AT
ER
LE
VE
L
13/843/001
AZIMUTH
DRILLING RIG
CHECKED
25.95 mNZTM
REF. GRID
ADDITIONAL NOTES
Perry Geotech
TractorJ Garvey
Tainui Group Holdings Ltd
DEPTH
DR
ILL
ING
ME
TH
OD
SA
MP
LE
TY
PE
4SHEET
DATUM
Vertical; n/a
R.L.
Moturiki 1953
CO-ORD.
Ruakura South
PROJECT
LOCATION
1805509 E 5815661 NRuakura Development Stage 1 Investigations
PIE
ZO
ME
TE
RD
ET
AIL
S
SO
IL L
OG
2
-32
11
3.0
0.G
PJ
HM
N_
TE
M.G
DT
2
6/0
4/1
3
CORE DRILLINGTESTS
Fine SAND, trace silt, grey. Loose, moist, uniformly graded, non-plastic. Pumice.(continued)
Sandy SILT, grey. Soft, moist, non-plastic.
SILT, trace sand, grey. Soft, moist, non-plastic.
PEAT, dark brown. Firm.
SILT, trace sand, grey. Moist, non-plastic.
Fine SAND, trace silt, grey. Medium dense, moist, uniformly graded, non-plastic.
SILT, trace sand, brown. Soft, moist, non-plastic.
Sandy S ILT, bluish grey. Very soft, wet, non-plastic.
Clayey fine-medium SAND, greyish white. Loose, moist, gap graded. Trace thin beds of softwhite CLAY.
Be
nto
nite
8
6
23
3
0
0
100
44
105
67
90
44
24
100
67
2/2//2/2/2/2
2/2//1/0/2/3
3/4//5/7/6/5
0/1//0/1/1/1
1/0//0/0/0/0
HQ
Siz
e, T
riple
Tube, W
irelin
e R
ota
ry C
oring
SPT
HQTT
SPT
HQTT
SPT
HQTT
SPT
HQTT
SPT
HQTT
41.15 m 3
MAIN DESCRIPTION GR
AP
HIC
LO
G
OT
HE
RIN
ST
RU
ME
NT
AT
ION
SP
T 'N
' V
AL
UE
GE
OL
OG
Y/U
NIT
LOGGED
LOGGED IN ACCORDANCE WITH NZ GEOTECHNICAL SOCIETY GUIDELINES (2005)
11/04/2013
T de Malmanche
STARTED
CLIENT
INCLINATION/
FINISHED
DRILLING Co.
LAB REF.
PROJECT No.
NOTES
TO
TA
L C
OR
ER
EC
OV
ER
Y (
%)
R.L
. (m
)
26
24
22
20
of
Borehole No: 112
DE
PT
H (
m)
16
17
18
19
20
21
22
2-32113.00
12/04/2013
SP
T B
LO
WC
OU
NT
S O
RS
HE
AR
VA
LU
E
Scale 1:25 @ A3
CA
SIN
G
BA
SE
OF
HO
LE
& W
AT
ER
LE
VE
L
13/843/001
AZIMUTH
DRILLING RIG
CHECKED
25.95 mNZTM
REF. GRID
ADDITIONAL NOTES
Perry Geotech
TractorJ Garvey
Tainui Group Holdings Ltd
DEPTH
DR
ILL
ING
ME
TH
OD
SA
MP
LE
TY
PE
4SHEET
DATUM
Vertical; n/a
R.L.
Moturiki 1953
CO-ORD.
Ruakura South
PROJECT
LOCATION
1805509 E 5815661 NRuakura Development Stage 1 Investigations
PIE
ZO
ME
TE
RD
ET
AIL
S
SO
IL L
OG
2
-32
11
3.0
0.G
PJ
HM
N_
TE
M.G
DT
2
6/0
4/1
3
CORE DRILLINGTESTS
Clayey fine-medium SAND, greyish white. Loose, moist, gap graded. Trace thin beds of softwhite CLAY.(continued)
SILT, trace sand, bluish grey. Very soft, moist, plastic.
END OF BOREHOLE
32
mm
Slo
tte
d P
VC
/ W
alto
n P
ark
4
0
2
0
64
100
100
100
1/1//1/1/1/1
1/1//0/0/0/0
1/1//1/0/1/0
HQ
Siz
e, T
riple
Tube, W
irelin
e R
ota
ry C
oring
SPT
HQTT
SPT
HQTT
SPT
41.15 m 4
MAIN DESCRIPTION GR
AP
HIC
LO
G
OT
HE
RIN
ST
RU
ME
NT
AT
ION
SP
T 'N
' V
AL
UE
GE
OL
OG
Y/U
NIT
LOGGED
LOGGED IN ACCORDANCE WITH NZ GEOTECHNICAL SOCIETY GUIDELINES (2005)
11/04/2013
T de Malmanche
STARTED
CLIENT
INCLINATION/
FINISHED
DRILLING Co.
LAB REF.
PROJECT No.
NOTES
TO
TA
L C
OR
ER
EC
OV
ER
Y (
%)
R.L
. (m
)
18
16
14
12
of
Borehole No: 112
DE
PT
H (
m)
23
24
25
26
27
28
29
2-32113.00
12/04/2013
SP
T B
LO
WC
OU
NT
S O
RS
HE
AR
VA
LU
E
Scale 1:25 @ A3
CA
SIN
G
BA
SE
OF
HO
LE
& W
AT
ER
LE
VE
L
13/843/001
AZIMUTH
DRILLING RIG
CHECKED
25.95 mNZTM
REF. GRID
ADDITIONAL NOTES
Perry Geotech
TractorJ Garvey
Tainui Group Holdings Ltd
DEPTH
DR
ILL
ING
ME
TH
OD
SA
MP
LE
TY
PE
4SHEET
DATUM
Vertical; n/a
R.L.
Moturiki 1953
CO-ORD.
Ruakura South
PROJECT
LOCATION
1805509 E 5815661 NRuakura Development Stage 1 Investigations
PIE
ZO
ME
TE
RD
ET
AIL
S
SO
IL L
OG
2
-32
11
3.0
0.G
PJ
HM
N_
TE
M.G
DT
2
6/0
4/1
3
CORE DRILLINGTESTS
Ruakura Development Stage 1 Investigations
Project No: 2-32113.00 Lab Ref No: 13/843/001
BH-112 Core Photos Page 1 of 2
Ruakura Development Stage 1 Investigations
Project No: 2-32113.00 Lab Ref No: 13/843/001
BH-112 Core Photos Page 2 of 2
Ruakura Development Stage 1 Investigations
Project No: 2-32113.00 Lab Ref No: 13/843/001
BH-112 : view looking southwest, post-installation.
BH-112 Site Photos Page 1 of 1
PAGE 1 — CHEDWORTH PARK LTD LAND
TAINUI GROUP HOLDINGS
JUNE 2013 2-32113.00 NTS
Effluent Ponds
Maintenance Workshop, with
chemical storage and diesel tank.
With suspect asbestos ‘fibrolite’
roof.
Dairy Cow Milking Sheds,
with detergents storage
Offal Pits
Farm buildings
Historical Effluent
Ponds
N
Key:
Hand Auger:
Groundwater Monitoring Well:
Test Pit/Trench:
PAGE 2 — CHEDWORTH PARK LTD LAND
TAINUI GROUP HOLDINGS
JUNE 2013 2-32113.00 NTS
Approximate extent of
burial pits (from Google
Earth Imagery)
Ditch / Stream
Pastoral / Dairy
land
N
Hamilton Ring Road
Key:
Hand Auger:
Groundwater Monitoring Well:
Test Pit/Trench:
