SE Edwardstown assessment report, App C to G, June 2016

Transcription

SE Edwardstown assessment report, App C to G, June 2016
AECOM
South Eastern Edwardstown Stage 3 ESA
South Eastern Edwardstown
DRAFT
Appendix C
Equipment Calibration
Records
P:\605X\60504760\4. Tech Work Area\4.4 Environment\Report\SEE Stage 3 ESA and RA DRAFT_24June.docx
Revision – 24-Jun-2016
Prepared for – SA Environment Protection Authority – ABN: 85 393 411 003
Multi Parameter Water Meter
airmet
YSI Quatro Pro Plus
10H100318
Instrument
Serial No.
,/
,/
,/
,/
Operation
Intensity
Operation
(segments)
Condition
Seal
Condition
Condition
1. pH
2. mV
3.EC
4. D.O
5. Temp
Switch/keypad
Display
Grill Filter
PCB
Connectors
Sensor
Comments
Pass
Test
Charge Condition
Fuses
Capacity
Item
Battery
Air-Met Scientific Pty Ltd
1300 137 067
,/
,/
,/
,/
,/
,/
,/
,/
,/
,/
,/
Beeper
Settings
Version
Operation
Operation
Alarms
Software
Data logger
Download
Other tests:
Certificate of Calibration
This is to certify that the above instrument has been calibrated to the following specifications:
Sensor
Serial no
Standard Solutions Certified Solution Bottle
Number
pH 7.00
MK1402
MK1078
pH 4.00
231mV
ND2197/ND2196
2.76 ms
MG1508
rJ DDfl'('
\
146
--"":1''18.5
MultiThem
I
~
1.pH7.00
2. pH 4.00
3.mv
4. EC
6. D.O
7. Temp
. ~·'.
,,.,..
Calibrated by:
Calibration date:
1'
/ " '
/
,. /
.<7?
. . .>
. 'V cf
..
.::>·'
~ /'
I~
~
26-May-16
/'""
Wilma Fouche
Instrument Reading
pH 7.03
pH 4.00
238mV
2.76 mS
O oom
.18
AECOM
South Eastern Edwardstown Stage 3 ESA
South Eastern Edwardstown
DRAFT
Appendix D
Groundwater Bore
Records Search
P:\605X\60504760\4. Tech Work Area\4.4 Environment\Report\SEE Stage 3 ESA and RA DRAFT_24June.docx
Revision – 24-Jun-2016
Prepared for – SA Environment Protection Authority – ABN: 85 393 411 003
Except where otherwise noted this work is licensed under a Creative Commons Attribution 3.0 Australia
License © Crown in right of the State of South Australia
Data Downloaded:
23 June 2016
Appendix D
Registered Groundwater Bore Search Results Summary
South Eastern Edwardstown
23 June 2016
Approximate
Distance from
Site (m)
Approximate
Direction from Site
130
220
250
270
270
420
430
450
460
470
510
520
530
540
570
570
570
580
580
600
600
620
620
630
630
630
640
650
650
690
700
700
710
710
710
710
720
720
720
720
730
750
750
750
750
760
760
760
780
780
790
790
790
800
800
800
810
810
810
820
820
830
830
840
SSW
NE
NNE
WNW
WNW
N
W
WNW
E
WNW
NNW
S
WNW
S
W
W
NE
NW
W
WSW
W
WNW
SW
NW
ESE
ESE
ESE
NNE
ESE
NNW
SSE
ESE
ESE
ESE
E
E
ESE
ESE
NNW
E
ESE
ENE
ENE
ESE
E
ENE
ENE
ENE
NNW
N
SW
NE
NE
WNW
NW
SW
SSW
WSW
NNW
ENE
ENE
SW
ENE
SW
AECOM Australia Pty Ltd
SWL
(m)
RSWL
(m)
Water Level
Date
TDS
(mg/L)
Yield
(L/s)
pH
Decimal
Longitude
Decimal
Latitude
(Negative)
Original
Plan
Original
Parcel
Original Title
-
4
2.44
19.56
30/01/2014
3/11/1967
1468
2415
0.4
0.38
7.5
7
138.5633495
138.5657646
138.5648526
-34.9887843
-34.9863058
-34.9856028
D56966
F11723
F11644
Q20
A27
A322
CT 5902 620
CT 5269 251
CT 5719 959
-
-
-
-
-
3769
-
-
138.561236
-34.987162
S3174
-
CT 5030 226
OPR
OPR
BKF
BKF
-
-
2.4
18
2.4
4.5
3.5
2
4.8
4.8
3.9
19.49
2.12
23.93
15.12
17.88
21.54
14.86
14.83
-
24/06/1983
7/06/2000
26/10/1985
20/02/1984
26/03/1985
5/07/1985
29/03/1983
8/04/1983
2/04/2012
3241
2058
4182
297
2510
3064
2352
6407
3407
6770
4291
-
0.3
1
1.5
1
1.25
1.25
-
7.4
7.5
7.2
7.5
7.8
7.5
7.1
7.8
8
-
138.561236
138.5636186
138.5594033
138.5599267
138.5690366
138.5595027
138.5627536
138.5651458
138.5591117
138.5631778
138.5579798
138.5579718
138.5688327
-34.987162
-34.9840008
-34.9877878
-34.9854949
-34.9870838
-34.9857389
-34.9832438
-34.9923338
-34.9852729
-34.9925649
-34.9887009
-34.9886019
-34.9843254
S3174
F11438
D2236
F11643
D23125
D5063
F11438
F11643
S6860
D62398
D55183
D3739
A226
A170
A102
A102
A7
A197
A82
A401
A2
A167
CT 5030 226
CT 5617 289
CT 5118 640
CT 5324 210
CT 5439 411
CT 5678 855
CT 5741 999
CT 5824 556
CT 5015 623
CT 5900 617
CT 5822 991
CT 5693 526
-
-
-
2.03
5
16.97
14.58
16/12/1968
21/10/1983
3245
3885
1.52
0.9
7.5
8
138.5594197
138.5577928
-34.9841329
-34.9887429
D1192
D62398
A40
A400
CT 5149 753
CT 5900 616
27/11/1967
26/05/1988
15/10/1988
20/01/1997
10/08/1988
15/01/1996
12/11/2003
6/11/2007
16/11/2007
12/01/1999
DRN
IRR
DOM
DOM
DOM
INV
INV
DOM
OPR
-
-
3.05
3.2
3.3
3
2.4
4
2.85
2.56
9
16.51
16.17
15.62
18.24
16.27
23.48
11.43
27/11/1967
26/05/1988
19/10/1988
20/01/1997
10/08/1988
12/11/2003
6/11/2007
16/11/2007
12/01/1999
4450
3351
4222
3868
15249
1
1.2
5
1
1.88
0.1
7.7
6.9
-
138.5576338
138.5575638
138.5575047
138.5590898
138.5587067
138.5701867
138.5706609
138.5705882
138.5667596
138.5706042
138.5614586
-34.9889199
-34.9883319
-34.9862579
-34.9915809
-34.9841809
-34.9904978
-34.9895907
-34.9899571
-34.9823138
-34.9901558
-34.9818928
D2236
D2236
F11643
F12140
F11441
D3703
D3703
D3703
D2122
D3703
D2860
A119
A128
A95
A90
A234
A170
A156
A154
A9
A153
A70
CT 5199 200
CT 5669 981
CT 5265 841
CT 5801 440
CT 5641 55
CT 5252 70
CT 5251 997
CT 5235 119
CT 5252 71
CT 5377 806
60.96
48
5.1
5
7
7.5
49
57
14.2
7.5
6
14
14
5
7.5
6
6
6
5.49
66.1
18.75
6
6
1/01/1949
23/11/1984
15/06/2009
6/11/2007
9/01/2012
1/05/2012
2/12/1983
21/04/1987
18/12/1995
9/01/2012
15/06/2009
5/08/1998
5/08/1998
15/06/2009
9/01/2012
5/08/1998
4/08/1998
7/08/2007
7/11/1967
21/05/2010
11/12/1970
8/07/2007
7/08/2007
IND
INV
INV
INV
IND
IND
DOM
INV
INV
INV
INV
INV
INV
INV
INV
INV
INV
INV
OPR
BKF
OPR
OPR
BKF
BKF
UKN
-
10/04/2013
10/04/2013
10/04/2013
11/12/1970
-
21.3
2.31
2.35
5
18.6
0
5.2
6.5
2.77
4.4
2.9
2.39
6
2.4
2.2
3
2.44
19.7
3
3
6.66
9.23
27.83
15.01
23.32
24.6
25.33
25.39
24.57
18.15
24.48
24.5
23/11/1984
15/06/2009
6/11/2007
1/05/2012
2/12/1983
18/12/1995
9/01/2012
15/06/2009
5/08/1998
5/08/1998
15/06/2009
9/01/2012
5/08/1998
4/08/1998
7/08/2007
7/11/1967
21/05/2010
8/07/2007
7/08/2007
794
1121
805
895
5794
1278
1099
2830
1429
3738
-
2.53
4.38
8.75
0.75
10
0.13
-
7.7
7.7
7.35
8.33
8
-
138.5661418
138.5713176
138.5710518
138.5714194
138.5719337
138.5719167
138.571074
138.571074
138.5612456
138.5719701
138.5711324
138.571552
138.571214
138.5714718
138.5723344
138.571553
138.571324
138.5712621
138.5622216
138.5648255
138.5588788
138.5710521
138.5710826
-34.9938408
-34.9899698
-34.9905794
-34.9900008
-34.9874239
-34.9873611
-34.990812
-34.990812
-34.9816638
-34.9876104
-34.9908154
-34.984784
-34.984345
-34.9908222
-34.9875931
-34.984748
-34.984338
-34.9841655
-34.9808628
-34.9807321
-34.9934699
-34.98342
-34.9835574
F12392
D3703
D3703
D3703
D4295
D4295
D3703
D3703
D2860
D4295
D3703
D3739
D3703
D4295
D3739
D18010
D2860
F11102
D56966
D18010
D18010
A54
A141
A145
A141
A163
A163
A146
A146
A71
A163
A146
A252
A146
A163
A252
A351
A132
A1
Q20
A350
A350
CT 5807 4
CT 5251 997
CT 5485 941
CT 5251 997
CT 5275 986
CT 6095 740
CT 5485 941
CT 5485 941
CT 5488 673
CT 5275 986
CT 5485 941
CT 5285 187
CT 5485 941
CT 5275 986
CT 5285 187
CT 5361 634
CT 5105 583
CT 5859 178
CT 5902 620
CT 5361 451
CT 5361 451
60.96
8.35
30
5.25
18
29
6
6
9.75
14
15.7
25/10/1945
1/04/1987
21/02/2014
16/03/1984
7/02/1995
20/11/1997
5/08/1998
4/08/1998
16/03/1984
4/08/1998
12/02/1971
OBS
INV
DOM
DOM
INV
INV
INV
INV
-
ABD
BKF
ABD
ABD
UKN
14/03/1996
21/02/2014
16/03/1984
16/03/1984
12/02/1971
11.9
3.1
6
2
2.6
2.9
4.27
5.63
14.59
13.48
26.84
25.54
25.32
18.73
29/06/1995
29/04/1987
20/11/1997
5/08/1998
4/08/1998
4/08/1998
15/02/1971
759
2443
4182
3591
4752
8.84
0.75
0.5
0.13
9
7.6
7
8
138.5564287
138.5570657
138.5574772
138.5591859
138.5553758
138.5601096
138.572648
138.571932
138.5580399
138.572031
138.5586919
-34.9841449
-34.9833549
-34.992477
-34.9938459
-34.9893419
-34.9812348
-34.9855
-34.984133
-34.9933179
-34.984135
-34.9938809
D54465
S11795
H105100
D2289
F11102
D3739
D3739
D22201
D3739
D56966
A645
S696
A157
A9
A245
A151
A100
A151
Q19
CT 5870 145
CR 5754 524
CT 5740 170
CT 5806 495
CT 5202 519
CT 5985 624
CT 5444 559
CT 5985 624
CT 5902 620
ID
Obs Well
No.
Class
Aquifer
Max Drill
Depth (m)
Max Drill
Date
Purpose
6628-27174
6628-17843
6628-7960
-
WW
WW
WW
-
20
17
7.62
30/01/2014
28/02/1996
3/11/1967
DOM
-
-
6628-7958
-
WW
-
7.32
5/02/1940
-
6628-7959
6628-12475
6628-20918
6628-13206
6628-13478
6628-12803
6628-13290
6628-16678
6628-16959
6628-13489
6628-12278
6628-12279
6628-26634
-
WW
WW
WW
WW
WW
WW
WW
WW
WW
WW
WW
WW
WW
Qpah(Q1)
-
8.53
7.3
29
10.9
18
11
15.2
16.5
9
12.1
20.1
6
9/02/1940
7/06/2000
3/10/1985
20/02/1984
26/03/1985
23/12/1993
20/02/1995
5/07/1985
29/03/1983
8/04/1983
2/04/2012
DOM
DOM
DOM
DRN
DOM
DRN
INV
6628-7961
6628-12553
-
WW
WW
-
7.62
30
1/01/1931
21/10/1983
6628-7957
6628-14258
6628-14285
6628-18370
6628-14259
6628-17658
6628-21560
6628-25609
6628-17936
6628-25608
6628-19369
-
WW
WW
WW
WW
WW
WW
WW
WW
WW
WW
WW
-
5.18
16.1
8.2
15
14.8
13.5
7.5
6
8
22
6628-7956
6628-13175
6628-25607
6628-25610
6628-26842
6628-27449
6628-12678
6628-15138
6628-17551
6628-26291
6628-25606
6628-20546
6628-20548
6628-25605
6628-26290
6628-20547
6628-20549
6628-23547
6628-8114
6628-25759
6628-7947
6628-23545
6628-23546
-
WW
WW
WW
WW
WW
WW
WW
WW
WW
WW
WW
WW
WW
WW
WW
WW
WW
WW
WW
WW
ENG
WW
WW
-
6628-7962
6628-13942
6628-27620
6628-14607
6628-16957
6628-18770
6628-20545
6628-20551
6628-14606
6628-20550
6628-7948
ADE019
-
WW
WW
ENG
ENG
WW
WW
WW
WW
ENG
WW
ENG
Tomw(T1)
-
1 of 6
Latest Latest Status
Status
Date
P:\605X\60504760\4. Tech Work Area\4.4 Environment\Report\Appendices\Appendix D - Well Search\Registered Groundwater Bore Summary_SA EPA SEE.xlsx
Approximate
Distance from
Site (m)
Approximate
Direction from Site
850
860
870
870
880
880
890
900
900
910
910
910
920
920
930
930
940
940
940
950
950
960
960
960
970
970
970
970
1000
1010
1010
1010
1010
1010
1010
1040
1040
1040
1040
1050
1050
1060
1070
1070
1070
1070
1080
1080
1080
1080
1080
1080
1090
1090
1090
1100
1100
1100
1110
1110
1120
1120
1130
1130
1130
1130
1140
1140
1150
1170
N
WSW
SE
NE
NE
ENE
ENE
NW
WNW
NW
ESE
ESE
WSW
WSW
NNE
ESE
S
ESE
NNE
WSW
NNE
NNW
NNW
NE
ESE
E
NNE
N
SE
WNW
ESE
ESE
ESE
N
NW
SW
NNE
NNW
SE
E
W
ESE
ENE
NE
ENE
ENE
SW
NW
ENE
NE
NE
NE
SW
NE
NE
NE
NE
ESE
SSW
NNW
SE
N
W
NW
WSW
ENE
NW
ENE
W
N
AECOM Australia Pty Ltd
SWL
(m)
RSWL
(m)
Water Level
Date
TDS
(mg/L)
Yield
(L/s)
pH
Decimal
Longitude
Decimal
Latitude
(Negative)
Original
Plan
Original
Parcel
Original Title
-
18.19
7
7.2
4.1
3.71
21.02
20.78
-
5/03/2012
15/07/2003
15/07/2003
2/04/2012
1075
3441
2008
1418
1642
-
3.75
2
2
-
8.07
-
138.5651556
138.5549268
138.572069
138.571731
138.5717078
138.5720921
-34.9801728
-34.9897119
-34.992096
-34.9830474
-34.9828057
-34.9833388
F11436
D2289
F12147
F11429
F11429
F11429
A30
A166
A24
A38
A38
A30
CT 5434 230
CT 5570 676
CT 5142 799
CT 5195 691
CT 5195 691
CT 5985 625
OPR
OPR
BKF
OPR
21/02/2008
-
3.35
3
2.7
2.7
2.4
10.67
13.84
4.87
2.4
25
2.7
4
16
2.5
2.44
4
4
20.73
24.65
15.06
14.8
27.02
27.15
8.49
5.22
19.13
27.32
0.38
27.29
21.65
3.15
16.71
14.58
22.11
9.29
20/07/1959
17/12/1990
15/01/1986
19/11/2007
19/11/2007
14/06/1969
26/10/2015
9/05/1949
20/11/2007
1/07/1984
19/11/2007
2/10/2007
7/05/1999
6/04/2011
7/11/1967
9/03/1997
2/10/2007
25/09/1969
1456
10659
3167
1228
1136
1100
1118
1401
2700
2978
849
1.52
0.1
0.38
4.55
4
0.88
10
5.05
0.5
18.95
7.35
7.4
7.3
6.75
7.5
7.4
138.5728165
138.5579247
138.5544928
138.5571087
138.573166
138.572896
138.5548199
138.5547983
138.5683325
138.5730735
138.5632118
138.5734842
138.5694953
138.5545579
138.5681496
138.5602406
138.5590456
138.5699918
138.5735386
-34.9840947
-34.9813529
-34.9859449
-34.9818959
-34.991288
-34.9916244
-34.99109
-34.9909046
-34.9801377
-34.9917728
-34.9962249
-34.9913111
-34.9804945
-34.991129
-34.9798208
-34.9796958
-34.9801768
-34.9805698
-34.9918888
F160484
D4209
D2289
D2860
D2935
D2935
D25663
D25663
F11437
D2935
F12397
D2935
D3395
D25663
D4209
D4344
D3395
F12147
A1
A347
A30
A93
A133
A127
A3
A3
A102
A128
A116
A134
A21
A3
A338
A385
A23
A38
CT 5295 661
CT 5709 918
CT 5744 849
CT 5411 297
CT 5673 353
CT 5602 163
CT 5397 694
CT 5397 694
CT 5840 452
CT 5350 811
CT 5805 327
CT 5673 356
CT 5683 397
CT 5397 694
CT 5709 128
CT 5698 367
CT 5683 397
CT 5675 710
INV
INV
DOM
DOM
INV
INV
INV
INV
DOM
DOM
UKN
OPR
OPR
19/01/1971
14/02/1997
4
2.6
11
4.2
2.4
2.5
2.5
2.7
4.27
4.88
3.4
15
21.85
18.3
12.8
27.78
27.86
27.68
17.73
20.12
15.37
14.67
2/10/2007
6/04/2011
9/02/1997
3/11/2000
19/11/2007
20/11/2007
19/11/2007
6/04/2011
20/01/1971
15/10/1914
14/12/1983
14/02/1997
2645
3322
948
6613
1400
1390
5749
1.5
3.79
0.13
5.05
0.7
-
8
8.39
-
138.5747636
138.5697577
138.5652577
138.5722807
138.554018
138.5737413
138.574031
138.5737471
138.5629815
138.5550547
138.5573459
138.5695885
138.5601876
138.5729387
-34.9871267
-34.9803412
-34.9790957
-34.9937388
-34.983963
-34.9922228
-34.9918282
-34.992223
-34.9786624
-34.9825331
-34.9953049
-34.9795407
-34.9789108
-34.9937068
F10589
D3395
C21934
D3102
F12147
F12147
F12147
D3406
D56966
F10800
D4739
D3034
A108
A22
A346
A38
A38
A38
A432
Q19
A268
A91
A56
CT 5176 73
CT 5683 397
CT 5908 712
CT 5707 843
CT 5675 710
CT 5675 710
CT 5675 710
CT 5696 941
CT 5902 620
CT 5281 444
CT 5663 960
CT 5710 995
16/08/1937
18/08/2015
11/10/1949
9/05/1949
7/08/1998
7/08/1998
16/12/1970
7/09/1994
7/08/1998
13/07/2012
13/07/2012
13/10/2015
6/09/1934
12/07/2012
16/10/2015
13/07/2012
13/10/2015
18/08/2015
INV
INV
DOM
INV
INV
INV
INV
OBS
INV
INV
INV
-
UKN
BKF
BKF
BKF
BKF
-
16/12/1970
18/06/2015
28/02/1992
18/06/2015
18/06/2015
-
6.1
13.72
3.6
3.1
5
3.3
5.2
4.5
15.9
4.8
-
23.54
13.28
27.13
27.57
11.48
27.79
5.29
-
11/10/1949
9/05/1949
7/08/1998
7/08/1998
7/09/1994
7/08/1998
13/07/2012
13/07/2012
21/09/1991
12/07/2012
-
1587
5920
871
5024
3396
750
-
2.53
1.39
0.06
12.63
-
8
6.6
8.2
-
138.5756105
138.5527399
138.5741778
138.5737995
138.5710225
138.575351
138.575274
138.5569659
138.5557397
138.575693
138.573613
138.5737542
138.5736316
138.5574489
138.5737484
138.5738615
138.5738776
138.573779
138.5746598
-34.9866387
-34.989561
-34.9925732
-34.9823207
-34.9799117
-34.984815
-34.98484
-34.99555
-34.9808309
-34.98548
-34.9819207
-34.9820429
-34.9818842
-34.995884
-34.9819329
-34.9820036
-34.9819754
-34.9818786
-34.992583
F10589
D2289
F12147
D47427
D1236
D3417
D3417
F11640
F10581
D52473
D47427
F11329
F11329
S13012
F11329
F11329
F11329
F11329
F12147
A100
A145
A34
A501
A17
A179
A179
A641
A538
A101
A501
A319
A319
A319
A319
A319
A319
A35
CT 5096 765
CT 5469 822
CT 5770 821
CT 5446 609
CT 5291 68
CT 5640 919
CT 5640 919
CT 5800 451
CT 5211 698
CT 5202 553
CT 5446 609
CT 5630 764
CT 5630 764
CT 5196 977
CT 5630 764
CT 5630 764
CT 5630 764
CT 5630 764
CT 5770 870
13.72
6
124.97
6
11/08/1934
6/04/2011
23/01/1952
1/01/1983
INV
-
BKF
-
-
8.84
2.7
16.76
2
14.03
13.5
19.52
11/08/1934
6/04/2011
23/01/1952
1/01/1983
5269
343
1890
7.58
0.5
-
138.5580689
138.5610943
138.5732337
138.5641345
-34.9963919
-34.9780386
-34.9944518
-34.9776558
D38529
D3034
F11092
A1
A52
A484
CT 5166 639
CT 5655 124
CT 5409 47
31.39
36.58
11.8
6
6.71
14
15
115.82
20/01/1964
1/08/1934
4/05/1997
6/08/1998
11/01/1945
6/08/1998
8/12/2007
14/03/1958
DRN
DOM
INV
INV
-
OPR
-
-
4.27
6
3.3
3.05
4.2
4.3
5.18
11.54
12.78
27.92
13.48
27.13
12.62
16.36
1/08/1934
4/05/1997
6/08/1998
11/01/1945
6/08/1998
8/12/2007
14/03/1958
1345
4431
2727
-
6.32
2.5
3.79
-
138.5517229
138.5544857
138.5528329
138.575933
138.5557287
138.576065
138.5515024
138.5640935
-34.988782
-34.9813379
-34.992041
-34.984772
-34.9800559
-34.984775
-34.9872343
-34.9772038
F11321
S14394
D4764
D3417
F10230
D3417
D3130
S2621
A352
A45
A182
A518
A182
A233
-
CT 5841 750
CT 5799 527
CT 5675 524
CT 5418 637
CT 5131 69
CT 5418 637
CT 5718 871
CT 5038 401
Latest Latest Status
Status
Date
ID
Obs Well
No.
Class
Aquifer
Max Drill
Depth (m)
Max Drill
Date
Purpose
6628-8115
6628-7934
6628-20583
6628-21510
6628-21509
6628-26633
ADE018
-
WW
WW
WW
WW
WW
WW
Tomw(T1)
-
60.96
1.83
13.5
18
24
6
8/12/1950
28/03/1935
9/04/2001
15/07/2003
15/07/2003
2/04/2012
OBS
DRN
DRN
DRN
INV
-
6628-7963
6628-15414
6628-17655
6628-13584
6628-23308
6628-23312
6628-7939
6628-21640
6628-8116
6628-23310
6628-13302
6628-23309
6628-23499
6628-19510
6628-25805
6628-8113
6628-18725
6628-23497
6628-7965
-
WW
WW
WW
WW
WW
WW
WW
WW
WW
WW
WW
WW
WW
WW
WW
WW
WW
WW
WW
Tomw(T1)
Tomw(T1)
-
19
18
11
4.5
4.5
54.25
42
5.5
4.5
48
4.5
5.5
42
6
3.05
10
5.5
67.06
15/12/1990
4/02/1996
15/01/1986
19/11/2007
19/11/2007
14/06/1969
6/03/2004
1/01/1949
20/11/2007
1/07/1984
19/11/2007
2/10/2007
7/05/1999
6/04/2011
7/11/1967
9/03/1997
2/10/2007
1/01/1934
DOM
DOM
INV
INV
IRR
INV
RCL
INV
INV
IRR
ENV
DOM
INV
DOM
6628-7972
6628-23498
6628-25806
6628-18543
6628-20585
6628-23311
6628-23313
6628-23314
6628-25808
6628-26795
6628-7949
6628-8117
6628-12609
6628-18490
-
WW
WW
WW
WW
WW
WW
WW
WW
WW
WW
ENG
WW
WW
WW
-
5.5
6
24
16
4.5
4.5
4.5
6
60
18.29
7.16
25
24
2/10/2007
6/04/2011
9/02/1997
3/11/2000
19/11/2007
20/11/2007
19/11/2007
6/04/2011
17/03/2012
19/01/1971
15/10/1914
14/12/1983
14/02/1997
6628-7971
6628-17005
6628-28304
6628-7964
6628-8118
6628-20539
6628-20540
6628-7950
6628-16744
6628-20538
6628-26454
6628-26456
6628-28108
6628-7952
6628-26455
6628-28305
6628-26457
6628-28109
6628-28303
ADE021
-
WW
ENG
WW
WW
WW
WW
WW
ENG
WW
WW
WW
WW
WW
WW
WW
WW
WW
WW
WW
Tomw(T1)
-
11.28
6
5.5
6.4
48.16
14
6
18.75
21
6
7
6.5
6.5
69.49
6.5
6.5
6.5
6.7
5.5
6628-7951
6628-25809
6628-7967
6628-13966
-
WW
WW
WW
WW
-
6628-7933
6628-8090
6628-18371
6628-20542
6628-8089
6628-20541
6628-23240
6628-8110
-
WW
WW
WW
WW
WW
WW
WW
WW
-
2 of 6
P:\605X\60504760\4. Tech Work Area\4.4 Environment\Report\Appendices\Appendix D - Well Search\Registered Groundwater Bore Summary_SA EPA SEE.xlsx
Approximate
Distance from
Site (m)
Approximate
Direction from Site
1170
ESE
1180
SSE
1190
WSW
1190
SSW
1190
ESE
1190
SE
1200
SSW
1200
SE
1200
NNW
1200
NE
1200
NE
1200
NE
1200
NE
1200
N
1200
ENE
1200
ENE
1220
ESE
1230
SE
1240
S
1240
NNW
1240
NE
1250
SE
1260
SW
1260
SSW
1260
NE
1260
SE
1260
NNE
1260
SE
1260
SE
1270
SE
1280
S
1280
SE
1280
NNW
1280
ENE
1280
NNE
1280
N
1290
WSW
1290
NNE
1290
NNE
1300
SE
1300
NNW
1310
E
1310
ENE
1310
SSE
1310
NE
1310
NE
1320
ENE
1320
NNE
1320
NNE
1320
NNE
1320
NNE
1330
NNW
1330
NNW
1340
NW
1350
W
1360
SSW
1360
N
1360
NNE
1370
NNW
1370
NNE
1370
NNE
1390
N
1390
E
1390
N
1400
WSW
1400
NNW
1400
NNW
1400
NNE
1410
NE
1410
ENE
AECOM Australia Pty Ltd
SWL
(m)
RSWL
(m)
Water Level
Date
TDS
(mg/L)
Yield
(L/s)
pH
Decimal
Longitude
Decimal
Latitude
(Negative)
Original
Plan
Original
Parcel
Original Title
-
3
10.7
11.58
29.14
20.01
6.57
24/02/1986
16/01/1986
1/04/1949
2318
1385
1.25
0.2
10.1
7.3
-
138.5767796
138.5689878
138.5518629
-34.9897357
-34.9976118
-34.991445
D3280
D3654
F11323
A33
A96
A406
CT 5147 43
CT 5699 685
CT 5150 498
-
-
16
8.02
6/10/2015
1479
7.5
7.34
138.5591379
-34.9976669
F12737
A91
CT 5138 622
-
-
3
28.44
6/03/2001
500
5167
0.6
8.3
-
138.5758756
138.573445
-34.9925037
-34.995234
D3280
D3034
A58
A38
CT 5593 773
CT 5467 420
-
ABD
-
16.76
7.27
26/04/1949
1115
6.32
7
138.5591249
-34.9977479
F12737
A91
CT 5138 622
DRN
DRN
DRN
DRN
DOM
INV
INV
-
OPR
OPR
OPR
OPR
-
-
1.83
4
5.5
3.8
19.66
2.45
30.16
18.15
26.37
28.07
11.45
-
11/12/1967
6/08/1998
5/08/1998
5/05/1949
25/01/2013
4145
3569
942
-
3.79
-
7
-
138.5726617
138.5603436
138.573651
138.573651
138.573651
138.573651
138.5648365
138.576712
138.576713
138.5756416
138.5747683
-34.9959998
-34.9773448
-34.980335
-34.980335
-34.980335
-34.980335
-34.9769108
-34.984734
-34.984698
-34.9934097
-34.994527
D48787
D4739
F11329
F11329
F11329
F11329
F11099
D3417
D3417
F12879
-
A2
A84
A311
A311
A311
A311
A71
A185
A185
A62
-
CT 5481 141
CT 5296 51
CT 5502 705
CT 5502 705
CT 5502 705
CT 5502 705
CT 5398 157
CT 5645 987
CT 5645 987
CT 5809 173
-
1/11/1990
27/06/1969
20/08/1986
25/01/2013
1/09/1948
2/09/1958
22/11/1930
28/11/1983
17/06/1996
16/07/2012
17/07/2012
16/07/2012
IRR
DRN
INV
INV
INV
INV
INV
OPR
OPR
BKF
BKF
BKF
BKF
5/08/2015
18/06/2015
18/06/2015
18/06/2015
19.51
6.64
4.6
3.17
12.19
2.74
6
3.46
1.5
1.6
10.18
10.64
26.21
12.58
26.55
26.5
23.19
-
25/08/2015
14/09/2015
1/07/1987
25/01/2013
2/09/1958
22/11/1930
28/11/1983
17/06/1996
16/07/2012
16/07/2012
1072
942
1185
1213
3127
2318
-
2
4.55
1
10.1
13.89
0.25
-
7.6
7.8
8.2
-
138.5648629
138.5583436
138.5752205
138.5751432
138.5533699
138.5597379
138.5733754
138.5724297
138.5704015
138.5751581
138.5751485
138.5753475
-34.9989089
-34.9775758
-34.9813587
-34.994387
-34.9949
-34.9984899
-34.9792647
-34.9968158
-34.9776547
-34.9946286
-34.9945369
-34.9945859
D37173
D16360
F10246
D27635
D4764
D37173
F10800
D3654
F10796
D27635
D27635
D27635
A502
A480
A188
A100
A138
A500
A259
A50
A288
A100
A100
A100
CT 5146 534
CT 5759 365
CT 5871 432
CT 5398 142
CT 5616 808
CT 5138 622
CT 5103 888
CT 5852 14
CT 5409 849
CT 5398 142
CT 5398 142
CT 5398 142
64.62
20/12/1967
-
BKF
1/11/1990
23
7.14
9/04/1980
1066
1.1
8.3
138.5650729
-34.9992469
D24937
A97
CT 5431 731
6.1
5.79
11
8.5
30
7.62
52
6
18
4.6
7.5
21
9.5
6.3
20
9
39.6
6
8.5
6
4.27
6
7
18
67.67
10
20
16
6
6.5
20
6
13.5
8.53
6.1
39.62
6.5
14.5
8.23
7/02/1962
22/10/1945
16/11/1984
17/06/1996
11/12/2003
12/12/1922
20/08/1984
26/09/1996
11/11/1999
1/07/1969
26/12/1990
29/01/1998
16/04/1999
5/07/2010
21/01/1984
9/08/1984
26/09/1996
17/06/1996
6/04/2011
21/11/1967
6/04/2011
2/01/1996
12/03/1992
10/04/1940
26/05/2003
5/07/2010
11/04/1996
26/09/1996
22/06/2010
19/11/1985
16/12/1987
18/03/1990
12/12/1922
9/05/1949
9/05/1949
22/06/2010
22/10/1984
1/05/1986
DOM
INV
DOM
IND
INV
DRN
DOM
DOM
DRN
INV
IND
INV
INV
INV
ENV
ENVRCL
DOM
DOM
INV
DOM
INV
DOM
DOM
DOM
-
OPR
OPR
OPR
BKF
OPR
OPR
BKF
OPR
OPR
BKF
OPR
-
5/08/2010
22/06/2010
22/06/2010
-
1.55
2.74
3.7
3.17
4
12
2.69
6
6
6
3.5
3
6
2.68
3.76
3.3
2.3
5
15.24
3
3.6
2.61
4
4
3
3.66
4
0
30.55
16.51
28.91
23.83
15.91
15.56
23.87
26.65
27.44
27.04
28.95
30.02
21.51
23.98
23.27
10.96
7.94
16.9
15.13
24.11
15.9
30.3
18.17
14.12
27.87
33.45
7/02/1962
22/10/1945
16/11/1984
17/06/1996
11/12/2003
20/08/1984
26/09/1996
11/11/1999
8/01/1991
29/01/1998
16/04/1999
21/01/1984
9/08/1984
26/09/1996
17/06/1996
6/04/2011
6/04/2011
30/03/1992
10/04/1940
26/05/2003
11/04/1996
26/09/1996
5/12/1985
7/01/1988
27/03/1990
9/05/1949
22/10/1984
19/06/1986
7364
1984
1446
1468
4141
1094
3173
1732
1367
3712
1681
1645
683
4460
1370
1362
1423
1378
1995
1418
3841
257
2013
1194
1289
1.5
1
5
1
0.5
0.3
2.5
1.51
0.75
0.15
0.6
2.53
1.5
-
8.6
7.3
7.6
8.1
7
7.8
7.2
7
7.9
7.9
7.45
7.8
7.4
138.5747777
138.5610595
138.5775785
138.5707864
138.5620729
138.5503709
138.5714144
138.5703024
138.574627
138.5592889
138.5784925
138.5780255
138.5690088
138.5721167
138.5719223
138.5780175
138.5713804
138.5704744
138.5708504
138.5686991
138.5591656
138.5600735
138.5549986
138.5493528
138.556772
138.5623125
138.5708656
138.5604345
138.5707044
138.5710647
138.5624415
138.5792315
138.5639885
138.5491119
138.5589076
138.5592176
138.571895
138.5764624
138.5780734
-34.9951948
-34.9764578
-34.9845327
-34.9775727
-34.9763722
-34.990783
-34.9777747
-34.9772927
-34.995645
-34.9767581
-34.9888327
-34.9846587
-34.9988118
-34.97789
-34.977796
-34.9845327
-34.9774497
-34.9770257
-34.9772587
-34.9764243
-34.9764558
-34.9762692
-34.9782029
-34.986364
-34.998404
-34.9755354
-34.9768645
-34.9757858
-34.9766697
-34.9767962
-34.9752868
-34.9860527
-34.9752098
-34.990749
-34.9759008
-34.9758168
-34.976867
-34.9800567
-34.9822436
F12391
D4336
D3417
F10796
D4336
D6609
F10796
D56966
S4883
F10793
D3528
D3417
D3654
F10796
F10796
D3417
F10796
D56966
F10796
F10793
C20522
F11322
D7208
F10794
F10796
F10794
D56966
F10796
S544
D3528
S4027
D6609
D1227
D1227
F10796
S667
D6606
A216
A238
A189
A288
A243
A17
A288
Q23
A374
A510
A191
A208
A288
A288
A191
A288
Q23
A288
A369
A364
A11
A408
A288
A430
Q23
A287
A308
A22
A40
A38
A288
A5
CT 5148 210
CT 5832 262
CT 5482 357
CT 5409 849
CT 5646 612
CT 5728 679
CT 5409 849
CT 5025 506
CT 5269 991
CT 5374 10
CT 5669 233
CT 5646 343
CT 5409 849
CT 5409 849
CT 5669 233
CT 5409 849
CT 5409 849
CT 5714 558
CT 5785 153
CT 5781 633
CT 5609 251
CT 5206 454
CT 5409 849
CT 5239 527
CT 5297 644
CT 5047 695
CT 5501 163
CT 5046 346
CT 5630 302
CT 5444 828
CT 5235 345
CT 5409 849
CT 5047 962
CT 5634 931
Latest Latest Status
Status
Date
ID
Obs Well
No.
Class
Aquifer
Max Drill
Depth (m)
Max Drill
Date
Purpose
6628-13583
6628-13699
6628-7935
-
WW
WW
WW
-
14.6
14.6
64.01
16/01/1986
16/01/1986
1/09/1948
DOM
-
OPR
BKF
-
6628-7955
-
WW
Tomw(T1)
70
30/06/1973
-
6628-7977
6628-20516
-
WP
WW
-
16
6/03/2001
DOM
6628-7954
-
WW
-
74.07
1/01/1947
6628-7968
6628-8109
6628-8153
6628-8154
6628-8155
6628-8156
6628-16390
6628-20543
6628-20544
6628-7979
6628-26783
-
WW
WW
WW
WW
WW
WW
WW
WW
WW
WW
WW
-
6.1
12.19
7.32
7.32
7.32
7.32
14
14
6
51.82
4
11/12/1967
9/05/1949
10/06/1965
10/06/1965
10/06/1965
10/06/1965
24/04/1993
6/08/1998
5/08/1998
22/07/1946
25/01/2013
6628-19799
6628-8112
6628-13975
6628-26782
6628-7942
6628-7953
6628-8152
6628-12574
6628-18322
6628-26460
6628-26461
6628-26459
-
WW
WW
WW
WW
WW
WW
WW
WW
WW
WW
WW
WW
Tomw(T1)
Tomw(T1)
-
62
47.24
12.8
4
67.97
67.06
5.49
28
10
4
4
5
6628-19763
-
WW
Tomw(T1)
6628-7966
6628-8108
6628-13289
6628-18320
6628-21576
6628-7936
6628-13426
6628-18317
6628-19917
6628-25111
6628-15413
6628-18828
6628-19881
6628-25280
6628-25293
6628-12923
6628-13427
6628-18318
6628-18321
6628-25813
6628-8111
6628-25807
6628-17522
6628-15973
6628-7946
6628-21333
6628-25294
6628-17860
6628-18319
6628-25381
6628-13525
6628-14063
6628-15229
6628-7937
6628-8106
6628-8107
6628-25380
6628-13083
6628-13691
-
ENG
WW
WW
WW
WW
WW
WW
WW
WW
WW
WW
WW
WW
WW
WW
WW
WW
WW
WW
WW
WW
WW
WW
WW
WW
WW
WW
WW
WW
WW
WW
WW
WW
WW
WW
WW
WW
WW
WW
-
3 of 6
P:\605X\60504760\4. Tech Work Area\4.4 Environment\Report\Appendices\Appendix D - Well Search\Registered Groundwater Bore Summary_SA EPA SEE.xlsx
Approximate
Distance from
Site (m)
Approximate
Direction from Site
1410
NNE
1410
NNE
1420
WSW
1420
WSW
1420
NNE
1420
NNE
1440
N
1440
ENE
1440
NNE
1450
WSW
1450
NNW
1460
SW
1460
SW
1470
W
1480
ESE
1490
NNW
1490
WSW
1500
SSW
1500
WSW
1530
NNW
1530
N
1540
NE
1550
NE
1560
ENE
1560
SW
1560
NNW
1570
NW
1570
WNW
1570
N
1580
N
1590
E
1590
NNW
1590
N
1590
E
1600
NNW
1610
ESE
1610
ESE
1620
NNW
1620
E
1630
NNW
1630
ENE
1640
E
1640
NNW
1640
ESE
1650
SSW
1670
S
1680
SE
1690
NNW
1700
NNW
1700
NE
1710
S
1710
E
1720
NE
1720
NNE
1720
NE
1720
ESE
1730
ESE
1730
NE
1730
SSW
1730
SSW
1730
WSW
1740
SSE
1740
NNE
1740
NNW
1740
W
1740
SSW
1740
SSW
1750
S
1750
NNW
1750
NNW
AECOM Australia Pty Ltd
SWL
(m)
RSWL
(m)
Water Level
Date
TDS
(mg/L)
Yield
(L/s)
pH
Decimal
Longitude
Decimal
Latitude
(Negative)
Original
Plan
Original
Parcel
Original Title
22/06/2010
22/06/2010
30/09/1998
-
12.19
3.2
3.6
12
3.2
2.44
2.4
15
8.2
3.79
6.46
22.88
18.21
21.01
16.39
4.94
11.77
12.25
1/09/1996
7/11/1996
18/02/1998
6/04/2011
13/01/1958
6/04/2011
30/09/1998
21/10/1998
14/09/1989
3869
1088
2416
5462
2921
2.15
0.2
0.35
4
0.75
7.5
138.5722973
138.5723184
138.5490829
138.550778
138.5702324
138.5722881
138.5649001
138.5777964
138.5691454
138.550891
138.5593359
138.552525
138.552578
138.5481299
-34.9769651
-34.9769925
-34.991361
-34.994406
-34.9759387
-34.9768922
-34.9747954
-34.9812736
-34.9754055
-34.995031
-34.9752899
-34.996858
-34.996904
-34.989512
F10796
F10796
D6609
D32564
D3553
F10796
D2773
D67342
F11100
F11448
F11448
D6061
A288
A288
A27
A101
A90
A288
A33
A2
A13
A620
A620
A22
CT 5409 849
CT 5409 849
CT 5630 316
CT 5419 128
CT 5742 970
CT 5409 849
CT 5752 872
CT 5943 332
CT 5163 783
CT 5662 981
CT 5662 981
CT 5569 117
13/03/2009
1.52
3
18.7
20.12
14.33
2.4
9
9.14
6.4
2
2.36
3.1
2.13
32
2.13
2.6
5.7
32.05
12.81
4.61
4.67
15.01
13.37
21.02
27.72
11.88
16.66
3.74
16.56
16.29
10.31
7/03/1966
4/03/1984
23/07/2012
23/10/1934
18/02/1974
14/08/1996
11/12/1996
3/08/1964
21/06/1983
6/04/2011
22/02/1952
6/04/2011
5/01/1984
15/08/1978
16/11/1984
21/12/1993
23/02/1995
1715
1925
1099
1544
1901
2103
2960
917
1317
3189
2730
3945
1960
1962
1676
1856
1497
2205
3
9.47
0.5
8.84
8.75
0.76
-
6.7
7.29
7.8
7.6
7.4
7
6.8
7.9
7.49
7.1
6.9
7.18
138.5790046
138.5560006
138.5502778
138.557086
138.550283
138.5586065
138.5658535
138.5765144
138.5752104
138.5789834
138.550087
138.5599289
138.5539466
138.5484018
138.5644338
138.5607005
138.5814655
138.5605055
138.5608255
138.5815815
138.5562456
-34.9930347
-34.9760589
-34.995
-34.999997
-34.995208
-34.9746698
-34.9740477
-34.9783196
-34.9772017
-34.9807206
-34.995861
-34.9741299
-34.9762609
-34.981891
-34.9736344
-34.9738008
-34.9894327
-34.9737338
-34.9736308
-34.9885166
-34.9748028
D3783
F10793
D32977
S14033
D32977
D821
D2773
D37849
D21954
D3625
D3054
D3493
D3430
D7300
F10791
D7300
D821
D3528
D821
A8
A353
A120
A120
A111
A44
A91
A8
A264
A442
A319
A29
A6
A85
A5
A180
A495
A18
CT 5735 281
CT 5671 590
CT 5102 220
CT 5393 819
CT 5102 220
CT 5666 74
CT 5709 665
CT 5159 96
CT 5060 185
CT 5270 235
CT 5175 558
CT 5260 929
CT 5658 924
CT 5302 533
CT 5244 531
CT 5306 776
CT 5638 385
CT 5329 484
CT 5689 389
32.51
17/11/1966
2008
3.13
7
138.5815025
-34.9904077
F10791
A85
CT 5244 531
15.88
13.46
-0.64
14.71
-
22/04/1965
30/10/1967
10/10/1978
1/01/1985
-
670
772
1748
1154
0.51
6.25
-
6.1
7.9
7.3
7.1
138.5809096
138.5550756
138.5815825
138.5571176
138.5800504
-34.9923067
-34.9751479
-34.9902827
-34.9742418
-34.9810026
D71962
D8272
F10791
D821
D5114
A2
A15
A85
A51
A4
CT 5977 533
CT 5589 875
CT 5244 531
CT 5144 831
CT 5684 985
-2.68
15.68
13.48
15/03/1988
6/12/1967
9/04/1985
2008
2970
793
17.68
0.01
12.5
7
7
7.8
138.5819185
138.5601455
138.5818285
-34.9900367
-34.9733298
-34.9904947
F10791
F10435
F10791
A85
A3
A85
CT 5244 531
CT 5214 602
CT 5244 531
12.19
14.94
23/08/1914
1300
6.32
-
138.559204
-35.002067
F218562
A200
CT 5894 852
21.34
4.4
14.1
7.92
4.5
10.67
30.44
1.33
7.43
27.09
29/01/1974
3/11/1986
4/03/2016
13/11/1945
21/01/1992
1362
5765
936
1000
1027
6.32
0.5
10.1
10.1
1
7.5
8.1
8.5
7.4
138.5635869
138.5790497
138.5557306
138.5547896
138.5767644
-35.0027779
-34.9967047
-34.9741602
-34.9744479
-34.9764936
F216862
D5067
F8989
D4646
A103
A18
A177
A2
CT 5648 475
CT 5516 209
CT 5164 546
CT 5663 457
-
7
2.9
1.3
5
3.05
7.5
7.9
7.7
13.5
30.72
27.51
24.94
26.91
31.98
23.86
-
15/05/1983
29/09/1934
14/03/2000
21/01/1992
20/09/1968
5/12/1996
20/10/2010
19/10/2010
2/11/2012
1100
1970
9632
1121
5574
2900
1072
1917
3.16
3
0.8
10
6.6
7.2
7.1
6.5
-
138.5663519
138.5828134
138.5755384
138.5714654
138.5770934
138.5803316
138.5815896
138.5766364
138.5580309
138.5578305
138.5481859
-35.0030039
-34.9860706
-34.9753506
-34.9734487
-34.9764726
-34.9956587
-34.9937807
-34.9760666
-35.0025479
-35.0024779
-34.9962494
D7095
D3528
F10231
D4646
F12973
D3783
D4412
F148237
F148237
D55941
A113
A352
A115
A4
A21
A150
A8
A2
A1
A2
CT 5304 637
CT 5422 942
CT 5136 323
CT 5409 290
CT 5809 177
CT 5685 496
CT 5694 951
CT 5287 288
CT 5287 288
CR 5877 926
11/09/1997
-
36.55
3.46
2.2
7.1
10.3
10.5
2.2
2.21
3.03
22.76
13.68
8.56
16.77
16.56
13.69
13.72
14/03/1997
14/03/2000
24/10/1994
15/12/2002
6/08/2008
6/08/2008
20/10/1994
4/08/1995
1119
198
3546
1501
1821
4.42
0.2
1
5.05
-
7.5
7.6
7.58
138.5728998
138.5714374
138.5559536
138.545151
138.5580226
138.5579187
138.561216
138.5559566
138.5559926
-35.0016478
-34.9733037
-34.9735778
-34.9899002
-35.0025645
-35.0025935
-35.003316
-34.9734888
-34.9734358
D50875
D65759
F8979
F10804
F148237
F148237
D7248
F8979
F8979
A39
Q101
A156
A86
A2
A2
A189
A156
A155
CT 5597 933
CT 5481 930
CT 5361 962
CT 5728 743
CT 5287 288
CT 5287 288
CT 5420 63
CT 5361 962
CT 5830 570
Latest Latest Status
Status
Date
ID
Obs Well
No.
Class
Aquifer
Max Drill
Depth (m)
Max Drill
Date
Purpose
6628-25379
6628-25382
6628-7938
6628-7940
6628-18316
6628-25691
6628-18095
6628-18868
6628-25812
6628-7941
6628-25810
6628-19194
6628-19195
6628-11546
ADE118
WW
WW
WW
WW
WW
WW
WW
WW
WW
WW
WW
WW
WW
WW
Qpah(Q1)
21
6.5
39.62
67.67
8
21.5
6
24
6
4.57
6
18.5
30
14.4
22/06/2010
22/06/2010
12/12/1922
1/09/1996
24/07/2009
1/01/1940
18/02/1998
6/04/2011
13/01/1958
6/04/2011
30/09/1998
21/10/1998
4/12/1980
DOM
INV
DOM
INV
ENV
DOM
DOM
OBS
BKF
BKF
ABD
-
6628-7978
6628-12960
6628-26363
6628-19804
6628-7944
6628-17955
6628-18117
6628-17006
6628-8190
6628-12337
6628-16651
6628-25814
6628-8087
6628-8091
6628-25811
6628-13118
6628-8981
6628-13073
6628-16680
6628-16971
6628-17163
-
WW
WW
WW
WW
WW
WW
WW
ENG
WW
WW
WW
WW
WW
WW
WW
WW
WW
WW
WW
WW
WW
-
3.05
6
70
74.07
12
30
5
47.85
8.8
14
6
12.19
11.43
6
6
66
6
15
16.5
23.7
7/03/1966
4/03/1984
23/07/2012
5/02/1935
14/08/1996
11/12/1996
1/01/1964
21/06/1983
15/06/1994
6/04/2011
6/05/1949
22/02/1952
6/04/2011
5/01/1984
15/08/1978
16/11/1984
21/12/1993
20/01/1995
23/02/1995
DOM
DOM
DOM
DRN
INV
INV
DOM
DOM
DOM
DOM
OPR
OPR
NIU
6628-7975
-
WW
-
6.1
-
-
-
-
2.74
6628-7976
6628-7876
6628-8980
6628-13180
6628-17542
-
WW
WW
WW
WW
WW
-
77.11
9.14
111
6.09
16
21/08/1964
30/10/1967
8/07/1978
1/01/1985
8/01/1996
DRN
DOM
DOM
OPR
BKF
OPR
-
-
19.2
1.83
36
1.95
-
6628-7974
6628-8103
6628-13386
ADE040
-
WW
WW
WW
Tomw(T1)
Tomw(T2)
73.15
5.49
150
10/10/1972
6/12/1967
9/04/1985
OBS
IND
OPR
-
37.68
2.32
22.2
6627-1711
-
WW
-
30.48
23/08/1914
-
-
-
6627-1719
6628-13803
6628-8105
6628-8104
6628-15835
ADE017
-
WW
WW
WW
WW
WW
Tomw(T1)
-
70.1
30
76.2
77.42
18
1/07/1967
24/10/1986
6/12/1934
13/11/1945
12/12/1991
OBS
DOM
BKF
RHB
OPR
4/03/2002
7/04/1992
-
6627-1720
6628-12451
6628-8187
6628-12255
6628-15833
6628-17361
6628-7980
6628-18232
6627-14321
6627-14322
6628-26731
ADE139
-
WW
WW
WW
WW
WW
WW
WW
WW
WW
WW
WW
Tomw(T2)
Tomw(T1)
54.86
15
7.32
148
18
26
9.14
18
12
13
97
27/04/1949
15/05/1983
29/09/1934
3/03/1983
12/12/1991
27/06/1995
20/09/1968
5/12/1996
20/10/2010
19/10/2010
2/11/2012
OBS
DOM
DOM
DOM
INV
INV
INV
OPR
-
6627-1721
6628-12256
6628-16870
6628-21508
6627-11785
6627-11786
6627-1717
6628-16869
6628-17386
ADE023
ADE140
-
WW
WW
WW
WW
WW
WW
WW
WW
WW
Tomw(T1)
Tes(T3-4)
-
67.06
255.6
4.5
18
14
14
60.96
4.5
4
16/04/1970
10/03/1983
24/10/1994
15/12/2002
6/08/2008
6/08/2008
1/10/1943
20/10/1994
4/08/1995
IRROBS
OBS
INV
DOM
INV
INV
INV
OBS
BKF
-
4 of 6
P:\605X\60504760\4. Tech Work Area\4.4 Environment\Report\Appendices\Appendix D - Well Search\Registered Groundwater Bore Summary_SA EPA SEE.xlsx
Approximate
Distance from
Site (m)
Approximate
Direction from Site
1750
1750
1760
1760
1760
1760
1760
1760
1760
1760
1760
1770
1770
1770
1770
1770
1780
1780
1780
1780
1780
1780
1790
1790
1800
1800
1810
1810
1820
1820
1830
1830
1840
1840
1840
1850
1850
1850
1860
1860
1860
1860
1860
1870
1870
1870
1870
1880
1880
1880
1880
1880
1880
1890
1890
1900
1900
1900
1900
1910
1910
1910
1910
1910
1910
1910
1910
1910
1910
NE
SSW
NE
NNW
NNW
NNW
NNW
NNW
NNW
NNW
NNW
NNW
NNW
NNW
NNW
NNW
W
NE
NNW
NNW
NNW
NNW
SW
NNW
W
NNE
WSW
WNW
SSW
WNW
WNW
S
WNW
SW
S
SSW
SE
SW
SSW
SE
SW
SE
N
SW
WNW
N
NNW
SW
SW
SW
WNW
SW
WSW
NNE
SSE
WSW
NNW
NNW
NNW
SSW
SW
WNW
E
WNW
WNW
N
NE
NNE
SSE
AECOM Australia Pty Ltd
SWL
(m)
RSWL
(m)
Water Level
Date
TDS
(mg/L)
Yield
(L/s)
pH
Decimal
Longitude
Decimal
Latitude
(Negative)
Original
Plan
Original
Parcel
Original Title
26/10/1999
26/10/1999
26/10/1999
26/10/1999
26/10/1999
26/10/1999
26/10/1999
26/10/1999
26/10/1999
26/10/1999
26/10/1999
26/10/1999
4
7.9
5.2
2.2
2.36
2.01
2.09
1.98
5
6
-
29.71
25.8
13.48
13.55
13.93
13.89
14
11
25.59
-
8/09/2003
19/10/2010
6/07/1990
20/10/1994
4/08/1995
4/08/1995
4/08/1995
4/08/1995
2/09/1978
29/03/1999
-
1166
1205
2909
3150
2978
2716
2681
1255
-
0.44
1.2
0.63
1
-
7.9
7.55
7.3
7.67
7.5
7.9
-
138.5785733
138.5578393
138.5759923
138.5556256
138.555746
138.5557299
138.5557299
138.5556656
138.555671
138.5556464
138.5559446
138.5559096
138.5559116
138.5559986
138.5559676
138.5556362
138.544713
138.5768163
138.5556337
138.5557561
138.5556281
138.5558722
-34.9773517
-35.0026546
-34.9751886
-34.9735278
-34.9733985
-34.9734069
-34.9734069
-34.9734285
-34.9735136
-34.9734968
-34.9733513
-34.9733088
-34.9732358
-34.9732478
-34.9732198
-34.9733941
-34.9898851
-34.9755296
-34.9733004
-34.97328
-34.9732676
-34.9732038
D4646
F148237
D2144
F8979
F8979
F8979
F8979
F8979
F8979
F8979
F8979
F8979
F8979
F8979
F8979
D8231
D2144
F8979
F8979
F8979
F8979
A43
A2
A53
A156
A156
A156
A156
A156
A156
A156
A157
A157
A155
A155
A156
A4
A101
A157
A157
A157
A157
CT 5296 530
CT 5287 288
CT 5591 290
CT 5361 962
CT 5361 962
CT 5361 962
CT 5361 962
CT 5361 962
CT 5361 962
CT 5361 962
CT 5361 962
CT 5361 962
CT 5830 570
CT 5830 570
CT 5361 962
CT 5245 763
CT 5326 512
CT 5361 962
CT 5361 962
CT 5361 962
CT 5361 962
OPR
BKF
OPR
-
26/10/1999
-
17.8
4
6.5
10
5.73
21.28
11.93
3.27
22/10/1990
1/02/1991
13/11/1978
23/02/2002
1508
1278
2636
940
4
0.75
40
7.6
7.2
7.7
138.553077
138.5556253
138.5443079
138.570065
138.546414
138.5461503
-35.001061
-34.9731814
-34.9884071
-34.972331
-34.9952651
-34.9807753
F11639
F8979
F10804
D2614
D4855
D58693
A652
A157
A88
A19
A285
A1101
CT 5810 223
CT 5361 962
CT 5857 158
CT 5130 708
CT 5310 944
CT 5890 750
INV
MARMON
INV
INV
BKF
ABD
RHB
-
31/10/1990
28/07/2003
28/07/2003
-
10.97
6
3.2
4.5
15
5.18
12.97
7.21
9.8
8.61
-
23/11/1962
25/09/1968
11/05/1951
10/11/1980
20/05/2011
11/08/2015
1716
1700
1530
970
6470
-
0.38
6
1.89
20
-
7.4
7.4
7.6
-
138.553239
138.5460018
138.5452908
138.5678176
138.5457758
138.5481367
138.567146
-35.001524
-34.980815
-34.981909
-35.0039916
-34.98072
-34.9978981
-35.0041042
F11639
D58693
F10403
D48679
D58693
D55941
D48679
A652
A1101
A308
A10
A1101
A2
A10
CT 5810 223
CT 5890 750
CT 5649 781
CT 6072 636
CT 5890 750
CR 5877 926
CT 6072 636
ENVRCL
MON
-
-
15.54
10
11.86
9.91
8/07/1941
8/08/2005
1200
972
2234
7.58
1
-
7.7
-
138.558039
138.5798677
138.5480774
-35.003685
-34.9982637
-34.9980722
F104269
D3843
D55941
A10
A461
A2
CT 5652 472
CT 5556 540
CR 5877 926
138.558634
-35.003913
F104269
A11
CT 5652 472
138.5776497
-35.0003458
D64857
A200
CT 5932 257
138.5498061
138.5797307
138.564643
-34.9997961
-34.9984937
-34.970997
F11447
D3843
F9174
A580
A461
A112
CT 5547 270
CT 5556 540
CT 5695 848
7.3
138.5499441
-34.9999521
F11447
A581
CT 5108 94
6.7
7.4
7.3
-
138.5451678
138.5655274
138.5550536
138.5483071
-34.981231
-34.9709497
-34.9725698
-34.9986381
D3436
D2681
D3493
D55941
A73
A24
A190
A2
CT 5607 813
CT 5245 208
CT 5722 103
CR 5877 926
1.25
3.75
10
15.16
-
8.1
8.2
6.7
8
-
138.5501751
138.5474161
138.5446198
138.5472696
138.5462903
138.5746743
138.5691585
138.545225
138.5525646
138.5525616
138.5525616
-35.0002811
-34.9976741
-34.981995
-34.9976491
-34.9962653
-34.9730976
-35.0042167
-34.9951141
-34.9734199
-34.9734639
-34.9735109
F11447
D55941
F10403
D55941
D55941
D4394
D48679
F11097
D3493
D3493
D3493
A577
A2
A305
A2
A1
A75
A10
A103
A148
A148
A149
CT 5808 766
CR 5877 926
CT 5650 331
CR 5877 926
CR 6131 189
CT 5568 153
CT 6072 636
CT 5803 975
CT 5730 853
CT 5730 853
CT 5715 806
1230
3.79
-
138.559089
-35.004472
D7248
A231
CT 5315 637
3460
1055
3245
3385
1645
4666
1064
-
1
0.57
0.5
-
7
6.7
8
8.2
-
138.5497491
138.5440749
138.5850714
138.5445158
138.5442918
138.5656034
138.5754783
138.5747343
138.5697415
-35.0002631
-34.982642
-34.9867466
-34.981452
-34.98197
-34.9705817
-34.9733036
-34.9729196
-35.0043558
F11447
D3363
D746
D3363
D44790
D4394
D4394
D48679
A578
A43
A160
A53
A70
A84
A73
A10
CT 5775 676
CT 5850 816
CT 5814 521
CT 5198 842
CT 5335 708
CT 5699 635
CT 5697 789
CT 5135 629
Latest Latest Status
Status
Date
ID
Obs Well
No.
Class
Aquifer
Max Drill
Depth (m)
Max Drill
Date
Purpose
6628-21563
6627-14323
6628-15317
6628-16865
6628-21376
6628-21377
6628-21378
6628-21379
6628-21381
6628-21384
6628-21386
6628-17387
6628-17388
6628-17389
6628-17390
6628-21383
6628-7924
6628-19462
6628-21375
6628-21380
6628-21382
6628-21387
-
WW
WW
WW
WW
WW
WW
WW
WW
WW
WW
WW
WW
WW
WW
WW
WW
WW
WW
WW
WW
WW
WW
-
14
13
15
4.5
4.5
4.5
4.5
4.5
4.5
4.5
4.5
4.5
4.61
4.58
4.53
4.5
15
16.5
4.5
4.5
4.5
4.5
8/09/2003
19/10/2010
4/07/1990
20/10/1994
12/12/1997
12/12/1997
12/12/1997
12/12/1997
12/12/1997
12/12/1997
12/12/1997
4/08/1995
4/08/1995
4/08/1995
4/08/1995
12/12/1997
2/09/1978
29/03/1999
12/12/1997
12/12/1997
12/12/1997
12/12/1997
DOM
INV
DOM
INV
OBS
OBS
OBS
OBS
DOM
-
OPR
BKF
BKF
BKF
BKF
BKF
BKF
BKF
BKF
BKF
BKF
BKF
BKF
6627-8325
6628-21385
6628-13854
6628-15560
6628-8971
6628-21046
-
WW
WW
WW
WW
WW
WW
Tomw(T1)
Tomw(T1)
100
4.5
9
5
15
75.1
22/10/1990
12/12/1997
1/01/1983
1/02/1991
13/11/1978
23/02/2002
DOM
ASRIRR
6627-1706
6628-12454
6628-8068
6627-14904
6628-11694
6628-26025
6627-15054
-
WW
WW
WW
WW
WW
WW
WW
Tomw(T1)
-
59.74
48.77
23.77
16
47.5
108
10
23/11/1962
25/09/1968
1/01/1951
27/08/2014
10/11/1980
20/05/2011
11/08/2015
6627-1713
6628-17117
6628-22219
-
WW
WW
WW
Tomw(T1)
-
76.2
99
12
1/01/1934
7/09/1994
8/08/2005
6627-1714
-
WW
-
80.77
-
-
-
-
21.34
6.53
-
-
-
-
6627-1722
-
WW
-
103.94
28/08/1969
-
ABD
-
28.55
12.51
28/08/1969
915
0.61
7.5
6628-19868
6628-14605
6628-20719
-
WW
ENG
WW
-
14
9.75
16
11/02/1985
15/03/1984
9/11/2001
INV
DOM
BKF
ABD
-
15/03/1984
-
10.7
3
9.3
18.54
11/02/1985
9/11/2001
1850
0.12
0.4
-
6628-19846
-
WW
-
16.2
20/01/1984
DOM
OPR
-
6
14
20/01/1984
2273
1.5
6628-8067
6628-8150
6628-16710
6628-19869
-
WW
WW
WW
WW
-
3.51
6.1
19
304.8
10/11/1967
1/01/1954
17/05/1994
26/02/1915
DOM
-
-
-
2.74
3.05
5
24.38
10.11
18.95
10.6
-1.87
10/11/1967
19/11/1968
17/05/1994
26/02/1915
3730
1385
2047
1644
0.32
0.5
-
6627-7071
6628-7945
6628-8071
6628-22220
6628-26733
6628-8186
6627-15071
6628-7943
6628-16866
6628-16867
6628-16868
ADE041
-
WW
WW
WW
WW
WW
WW
WW
WW
WW
WW
WW
Tomw(T1)
Tomw(T2)
-
14.5
73.15
12
97
7.01
20
67.67
4.5
4.5
4.5
12/03/1984
17/12/1971
4/08/2005
9/11/2012
1/01/1968
10/08/2015
1/01/1945
20/10/1994
20/10/1994
20/10/1994
DOM
OBS
MON
INV
INV
INV
INV
INV
OPR
BKF
BKF
-
6/03/2013
20/02/2015
-
7.5
18.33
10.2
14
2.44
7.11
21.34
-
12.5
1.2
9.64
26.92
-3.05
-
12/03/1984
14/03/1997
4/08/2005
9/11/2012
21/10/1969
10/08/2015
29/04/1949
-
1328
1176
3315
2421
2488
1320
1456
-
6627-1715
-
WW
-
69.49
1/01/1945
-
-
-
-
-
-
6627-6949
6628-7932
6628-7970
6628-8069
6628-8070
6628-8151
6628-13629
6628-16248
6627-13935
ADE113
-
WW
WW
WW
WW
WW
WW
WW
WW
WW
-
16.2
18.29
10.67
6.4
7.01
3.35
4.5
6.6
11
15/12/1983
5/10/1949
19/09/1945
4/11/1967
18/12/1967
10/12/1969
28/04/1986
5/01/1993
10/12/2008
DOM
OBS
DOM
INV
OPR
-
-
7.2
6.1
9.14
5.79
2.74
2.09
1
-
12.8
6.57
30.86
6.76
10.26
19.18
28.96
-
15/12/1983
5/10/1949
19/09/1945
4/11/1967
18/12/1967
5/10/1988
6/05/1986
-
5 of 6
P:\605X\60504760\4. Tech Work Area\4.4 Environment\Report\Appendices\Appendix D - Well Search\Registered Groundwater Bore Summary_SA EPA SEE.xlsx
Approximate
Distance from
Site (m)
Approximate
Direction from Site
1920
1920
1930
1930
1930
1940
1940
1940
1940
1940
1940
1950
1960
1960
1960
1960
1960
1960
1960
1970
1970
1980
1980
1990
1990
1990
ESE
NE
S
NNW
ENE
SSW
NW
E
NE
SSE
S
SSE
SSW
WSW
WSW
WNW
ENE
NNW
SSE
S
NE
SSE
SSE
SW
E
SW
Key
-
Unknown
SWL
Standing Water Level
RSWL
TDS
m
Reduced Water Level
Total Dissolved Solids
metres
mg/L
Latest Latest Status
Status
Date
Engineering Well
Water Well
Water Level
Date
TDS
(mg/L)
Yield
(L/s)
pH
Decimal
Longitude
Decimal
Latitude
(Negative)
Original
Plan
Original
Parcel
Original Title
20.12
8
17.59
2.13
9.5
5.3
6.5
6.7
8.23
9.02
30.46
8.51
11.2
30.5
31.12
-
26/04/1949
21/02/1997
19/09/2015
25/01/1968
7/01/1991
27/09/1991
27/08/2014
27/08/2014
7/08/2015
1128
1270
67
1116
1340
3030
1525
1184
-
0.3
6.32
0.5
2.9
1
1
-
7.67
6.7
7.8
7
-
138.5820256
138.5807073
138.560239
138.5549926
138.5831923
138.5557131
138.5508926
138.5854554
138.5813793
138.5687566
138.5671743
138.5702879
-34.9968357
-34.9770602
-35.004838
-34.9720448
-34.9802556
-35.003773
-34.9740089
-34.9874936
-34.9774776
-35.0048397
-35.0049973
-35.0045548
D3843
D4646
F147223
D3493
F12136
D47540
D3493
D746
D5634
D48679
D48679
D48679
A402
A25
A89
A187
A107
A50
A202
A260
A77
A10
A10
A10
CT 5277 954
CT 5227 467
CT 5797 60
CT 5558 144
CT 5201 468
CT 5445 715
CT 5707 966
CT 5672 98
CT 5643 202
CT 6072 636
CT 6072 636
CT 6072 636
-
-
138.5531311
-35.002928
F11639
A652
CT 5810 223
7.58
8.84
10.1
7.4
-
6.7
8.2
7.7
-
138.543142
138.5457501
138.5429659
138.5849514
138.5573335
138.5699098
-34.9918541
-34.9969731
-34.984197
-34.9833906
-34.9710198
-35.0047456
D4734
H105500
D3814
R5450
D32580
D48679
A63
S1616
A157
AA
A180
A10
CT 5674 261
CR 5757 796
CT 5332 481
R5 450 A
CT 5060 943
CT 6072 636
7
7.1
-
138.563256
138.5803903
138.5752788
138.570291
138.5488511
138.5857395
138.5487441
-35.0054569
-34.9761056
-35.0031018
-35.004853
-35.0006141
-34.9905366
-35.0005671
D7250
D4646
D3775
D48679
F11447
D6248
F11447
A80
A21
A8
A10
A573
A30
A573
CT 5612 869
CT 5148 342
CT 5326 353
CT 6072 636
CT 5433 94
CT 5643 752
CT 5433 94
Class
Aquifer
Max Drill
Depth (m)
Max Drill
Date
Purpose
6628-7981
6628-22599
6627-1716
6628-8086
6628-18247
6627-1704
6628-8088
6628-15424
6628-15638
6627-14897
6627-14903
6627-15067
-
WW
WW
WW
WW
WW
WW
WW
WW
WW
WW
WW
WW
Tomw(T1)
-
30.78
22.5
67.06
21
76
2.74
15.5
11.8
12
16
11
11/06/1962
11/08/2005
10/07/1945
21/02/1997
12/03/1980
25/01/1968
7/01/1991
27/09/1991
27/08/2014
27/08/2014
7/08/2015
DRN
DOM
DOM
DOM
INV
INV
INV
6627-1705
-
WW
-
82.3
22/11/1968
-
-
-
-
-
-
729
6628-7925
6628-7929
6628-7931
6628-7969
6628-8102
6627-15065
ADE020
-
WW
WW
WW
WW
WW
WW
Tomw(T1)
Tomw(T1)
-
72.24
33.53
3.66
64.01
83.51
11
12/11/1934
29/04/1949
11/12/1967
21/09/1951
24/10/1968
7/08/2015
OBS
INV
ABD
BKF
-
1/09/1995
2/11/1989
-
12.19
2.74
32.09
0
7.7
4.81
10.54
8.4
16.95
-
12/11/1934
11/12/1967
21/09/1991
28/11/1989
7/08/2015
2059
1444
3730
775
1049
-
6627-1718
6628-8189
6627-1724
6627-15101
6627-9218
6628-18372
6627-10015
-
WW
WW
WW
WW
WW
WW
WW
-
70.1
18
60.66
27.8
24.5
27.5
18
1/01/1945
23/10/1976
1/01/1944
21/01/2016
29/05/1995
28/04/1997
1/04/1999
IRR
INV
DOM
ENVRCL
DOM
OPR
-
-
27.43
6.6
31.09
8.5
10
5.32
29.4
14.79
31.64
11.94
26/04/1949
23/10/1976
5/05/1949
28/04/1997
1/04/1999
1315
1138
1070
2420
2251
1928
3.79
1
3.79
1
1.25
1
Aquifer Key
Qpah(Q1)
Hindmarsh Clay, (Quaternary aquifer)
Tomw(T1), Unknown/ Unnamed GIS unit
Tomw(T2),
Tes(T3-4), -
OPR
OPR
OPR
-
Latest Status Key
ABD
Abandoned
BKF
Backfilled
NIU
Not In Use
OPR
Operational
RHB
Rehabilitated
UKN
Unknown
Unknown
Class Key
WW
RSWL
(m)
Obs Well
No.
milligrams per litre
ENG
SWL
(m)
ID
-
Purpose Key
DOM Domestic
DRN
Drainage
ENV
Environmental
IND
Industrial
INV
Investigation
IRR
Irrigation
MON Monitoring
OBS
Observation
RCL
Recreational
ASR
Aquifer Storage and Recovery
MAR, - Unknown
Data Source
WaterConnect (2016) Groundwater Data Online Database, Department of Environment, Water and Natural Resources, Government of South Australia,
viewed 23 June 2016, https://www.waterconnect.sa.gov.au/GD.
AECOM Australia Pty Ltd
6 of 6
P:\605X\60504760\4. Tech Work Area\4.4 Environment\Report\Appendices\Appendix D - Well Search\Registered Groundwater Bore Summary_SA EPA SEE.xlsx
AECOM
South Eastern Edwardstown Stage 3 ESA
South Eastern Edwardstown
DRAFT
Appendix E
Groundwater Well
Permits
P:\605X\60504760\4. Tech Work Area\4.4 Environment\Report\SEE Stage 3 ESA and RA DRAFT_24June.docx
Revision – 24-Jun-2016
Prepared for – SA Environment Protection Authority – ABN: 85 393 411 003
AECOM
South Eastern Edwardstown Stage 3 ESA
South Eastern Edwardstown
DRAFT
Appendix F
Groundwater Well
Borehole Logs and
Construction Details
P:\605X\60504760\4. Tech Work Area\4.4 Environment\Report\SEE Stage 3 ESA and RA DRAFT_24June.docx
Revision – 24-Jun-2016
Prepared for – SA Environment Protection Authority – ABN: 85 393 411 003
Sheet 1 of 1
MONITORING WELL MW08
Date Started:
5-17-16
Casing Size: 50 mm
Date Finished:
5-17-16
Classification
S M HR
FILL
FILL
Hand Auger
CH
1
125 mm
Relative Level: 24.91
Coordinates:
6125366.75 mN
277969.33 mE
Permit No:
Legend
0
Penetration
Total Depth: 6.00 m
Casing
Bore Size:
MMcF
Method
MB
Checked By:
Depth (m)
Logged By:
263453
USC DESCRIPTION OF STRATA
Type, plasticity / particle size, colour,
secondary / minor components (e.g.,
"trace"), moisture content, consistency /
density, and additional observations
FILL, Clayey SAND; fine to medium
grained sand, brown, some small sub
rounded gravels, top soil.
FILL, Sandy CLAY; high plasticity clay,
brown, fine to medium grained sands,
fine roots, inferred reworked natural.
Silty CLAY; high plasticity clay, red brown, some fine sands.
D
<PL
<PL
Location:
Drill Type:
Hand Auger/Push Tube/Solid Auger
Drill Model: EziProbe
Drill Fluid:
Water
WELL CONSTRUCTION DETAILS
0
0
Sample ID
Gatic
enviro-pid cap
Concrete
Topseal
0
50mm solid
PVC casing
Bentonite Seal
0.2
Brown from 1.15 m.
0
Small to medium sub angular and sub
rounded gravels from 1.15 to 2 m.
0.3
2
Moisture increasing from 2.5 m.
3
~PL
0.1
SWL 2.151
mbtoc on
6/6/16
Higher sand content from 3.5 - 4 m with
fine to medium grained sands. Grey
mottle from 2.8 m.
Sand
4
Water
intersected at
3.2 m.
50mm diameter
slotted PVC
casing
0.1
5
6
Push Tube/Solid Auger
AECOM - ENVIRO WELL ADL WCC_AUS.GDT P:\605X\60504760\4. TECH WORK AREA\4.4 ENVIRONMENT\GINT\EDWARDSTOWN GINT.GPJ 6/28/16
Consistency
Relative Density
Sample Interval
WB Drilling
Drilling Contractor:
South Australian Environment
Protection Authority
South Eastern Edwardstown
Client:
PID (ppm)
Environmental
Assessment Stage
3
Project No.: 60504760
Phone +61 8 7223 5400 Project
Fax +61 8 7223 5499 Reference:
Moisture
AECOM Australia Pty Ltd
Level 28, 91 King William Street Adelaide
Grey-white with brown mottle and
decreasing moisture from 5.5m.
<PL
End Cap
End of hole at 6.0 m.
Sheet 1 of 1
MONITORING WELL MW09
Date Started:
5-17-16
Casing Size: 50 mm
Date Finished:
5-17-16
1
Hand Auger
Classification
S M HR
125 mm
Relative Level: 24.38
Coordinates:
6125264.74 mN
277882.31 mE
Permit No:
Legend
0
Penetration
Total Depth: 5.00 m
Casing
Bore Size:
MMcF
Method
MB
Checked By:
Depth (m)
Logged By:
263454
USC DESCRIPTION OF STRATA
Type, plasticity / particle size, colour,
secondary / minor components (e.g.,
"trace"), moisture content, consistency /
density, and additional observations
FILL
FILL, Gravelly SAND; fine to coarse
grained sand, brown, small to medium
sub angular and sub rounded gravels,
concrete and bitumen pieces.
CH
Silty CLAY; high plasticity clay, red brown, some fine sands.
Consistency
Relative Density
Sample Interval
WB Drilling
Drilling Contractor:
Location:
South Australian Environment
Protection Authority
South Eastern Edwardstown
Drill Type:
Hand Auger/Push Tube/Solid Auger
Client:
Drill Model: EziProbe
Drill Fluid:
Sample ID
Gatic
enviro-pid cap
Concrete
Topseal
D
<PL
Water
WELL CONSTRUCTION DETAILS
PID (ppm)
Environmental
Assessment Stage
3
Project No.: 60504760
Phone +61 8 7223 5400 Project
Fax +61 8 7223 5499 Reference:
Moisture
AECOM Australia Pty Ltd
Level 28, 91 King William Street Adelaide
50mm solid
PVC casing
0.3
Bentonite Seal
0.3
2
Brown and increasing moisture from 2
m.
3
~PL
0.3
Some small rounded gravels at 2.3 - 2.4
m, moisture decreasing from 2.3 m.
<PL
0.3
Moisture increasing again from 3.1 m,
grey mottle from 3.1 m.
~PL
0.3
SWL 2.300
mbtoc on
6/6/16
Water
intersected at
3.0 m
Sand
4
5
Push Tube/Solid Auger
AECOM - ENVIRO WELL ADL WCC_AUS.GDT P:\605X\60504760\4. TECH WORK AREA\4.4 ENVIRONMENT\GINT\EDWARDSTOWN GINT.GPJ 6/28/16
0.3
Fine grained sands from 4.1 m with
content increasing with depth.
End of hole at 5.0 m.
0.2
50mm diameter
slotted PVC
casing
0.3
End Cap
Sheet 1 of 1
MONITORING WELL MW10
Date Started:
5-17-16
Casing Size: 50 mm
Date Finished:
5-17-16
1
Classification
Legend
S M HR
125 mm
Coordinates:
CH
6125466.81 mN
277872.22 mE
263452
USC DESCRIPTION OF STRATA
Type, plasticity / particle size, colour,
secondary / minor components (e.g.,
"trace"), moisture content, consistency /
density, and additional observations
FILL, Gravelly SAND; fine to medium
grained sand, brown, small rounded
gravels, some clay content, top soil.
FILL, Gravelly SAND; fine to coarse
grained sand, grey, small to medium sub
rounded and sub angular gravel.
Silty CLAY; high plasticity clay, red brown.
Location:
Drill Type:
Hand Auger/Push Tube/Solid Auger
Drill Model: EziProbe
Drill Fluid:
WELL CONSTRUCTION DETAILS
Sample ID
Gatic
enviro-pid cap
Concrete
Topseal
D
D
<PL
Water
50mm solid
PVC casing
0.2
Bentonite Seal
0.3
Brown from 1.5 m.
2
0.3
0.4
3
Fine sands from 2.5 m.
0.3
Grey mottle from 3 m.
0.4
SWL 2.648
mbtoc on
6/6/16
Sand
4
5
6
0.2
Push Tube/Solid Auger
AECOM - ENVIRO WELL ADL WCC_AUS.GDT P:\605X\60504760\4. TECH WORK AREA\4.4 ENVIRONMENT\GINT\EDWARDSTOWN GINT.GPJ 6/28/16
Relative Level: 24.09
Permit No:
FILL
FILL
Hand Auger
0
Penetration
Total Depth: 6.00 m
Casing
Bore Size:
MMcF
Method
MB
Checked By:
Depth (m)
Logged By:
Consistency
Relative Density
Sample Interval
WB Drilling
Drilling Contractor:
South Australian Environment
Protection Authority
South Eastern Edwardstown
Client:
PID (ppm)
Environmental
Assessment Stage
3
Project No.: 60504760
Phone +61 8 7223 5400 Project
Fax +61 8 7223 5499 Reference:
Moisture
AECOM Australia Pty Ltd
Level 28, 91 King William Street Adelaide
50mm diameter
slotted PVC
casing
0.4
End Cap
End of hole at 6 m.
Sheet 1 of 1
MONITORING WELL MW11
Date Started:
5-17-16
Casing Size: 50 mm
Date Finished:
5-17-16
Classification
S M HR
FILL
FILL
Hand Auger
CH
1
125 mm
Relative Level: 26.18
Coordinates:
6125192.81 mN
278104.48 mE
Permit No:
Legend
0
Penetration
Total Depth: 5.00 m
Casing
Bore Size:
MMcF
Method
MB
Checked By:
Depth (m)
Logged By:
263455
USC DESCRIPTION OF STRATA
Type, plasticity / particle size, colour,
secondary / minor components (e.g.,
"trace"), moisture content, consistency /
density, and additional observations
FILL, Gravelly SAND; fine to medium
grained sand, brown, small sub angular
grey gravels.
FILL, Sandy CLAY; medium to high
plasticity clay, brown, fine to medium
grained sand, inferred reworked natural.
Silty CLAY; high plasticity clay, red brown, some fine sands.
Consistency
Relative Density
Sample Interval
WB Drilling
Drilling Contractor:
Location:
South Australian Environment
Protection Authority
South Eastern Edwardstown
Drill Type:
Hand Auger/Push Tube/Solid Auger
Client:
Drill Model: EziProbe
Drill Fluid:
Water
WELL CONSTRUCTION DETAILS
PID (ppm)
Environmental
Assessment Stage
3
Project No.: 60504760
Phone +61 8 7223 5400 Project
Fax +61 8 7223 5499 Reference:
Moisture
AECOM Australia Pty Ltd
Level 28, 91 King William Street Adelaide
Sample ID
Gatic
enviro-pid cap
Concrete
Topseal
D
<PL
<PL
50mm solid
PVC casing
0.2
Bentonite Seal
0.3
Brown from 1.8 m.
2
0.3
SWL 2.088
mbtoc on
6/6/16
0.4
Grey mottle from 2.6 m. Moisture
increases from 2 m.
Fine to medium grained sand from 2.8
m.
3
~PL
0.4
0.1
Small sub rounded and sub angular
gravel from 3.2 - 4.2 m.
4
5
Push Tube/Solid Auger
AECOM - ENVIRO WELL ADL WCC_AUS.GDT P:\605X\60504760\4. TECH WORK AREA\4.4 ENVIRONMENT\GINT\EDWARDSTOWN GINT.GPJ 6/28/16
0.3
Moisture decreasing from 4 m.
Sand
Water
intersected at
3.8 m.
<PL
0.2
50mm diameter
slotted PVC
casing
End Cap
End of hole at 5 m.
Sheet 1 of 1
MONITORING WELL MW12
Date Started:
5-18-16
Casing Size: 50 mm
Date Finished:
5-18-16
Classification
S M HR
FILL
FILL
Hand Auger
CL
1
125 mm
Relative Level: 24.46
Coordinates:
CH
6125579.86 mN
277958.58 mE
Permit No:
Legend
0
Penetration
Total Depth: 5.00 m
Casing
Bore Size:
MMcF
Method
MB
Checked By:
Depth (m)
Logged By:
263449
USC DESCRIPTION OF STRATA
Type, plasticity / particle size, colour,
secondary / minor components (e.g.,
"trace"), moisture content, consistency /
density, and additional observations
FILL, Clayey Gravelly SAND; fine to
coarse, brown, fine to medium sub
angular gravel, roots.
FILL, Gravelly CLAY; low plasticity clay,
brown, fine to medium sub angular
gravel, roots, inferred reworked natural.
Silty Sandy CLAY; medium plasticity
clay, red/brown, fine to medium sand.
Silty CLAY; medium to high plasticity
clay, brown.
Consistency
Relative Density
Sample Interval
WB Drilling
Drilling Contractor:
Location:
South Australian Environment
Protection Authority
South Eastern Edwardstown
Drill Type:
Hand Auger/Push Tube/Solid Auger
Client:
Drill Model: EziProbe
Drill Fluid:
Water
WELL CONSTRUCTION DETAILS
PID (ppm)
Environmental
Assessment Stage
3
Project No.: 60504760
Phone +61 8 7223 5400 Project
Fax +61 8 7223 5499 Reference:
Moisture
AECOM Australia Pty Ltd
Level 28, 91 King William Street Adelaide
Sample ID
Gatic
enviro-pid cap
Concrete
Topseal
D
<PL
<PL
50mm solid
PVC casing
0.1
<PL
Bentonite Seal
0.1
2
Sandy clay band from 1.8-2.0 m, fine to
coarse sand.
Moisture increasing below 2.0 m.
0.1
Red/brown from 2.5-3.0 m.
0.3
3
SWL 2.430
mbtoc on
6/6/16
Water
intersected at
3.0 m.
~PL
MW12_3.5-3.6
4
5
Push Tube/Solid Auger
AECOM - ENVIRO WELL ADL WCC_AUS.GDT P:\605X\60504760\4. TECH WORK AREA\4.4 ENVIRONMENT\GINT\EDWARDSTOWN GINT.GPJ 6/28/16
0.1
Sand
50mm diameter
slotted PVC
casing
Orange mottling and black inclusions
below 4.5 m, some fine to coarse sand
and fine rounded gravel from 4.5-4.8 m.
End Cap
End of hole at 5.0 m.
Sheet 1 of 1
MONITORING WELL MW13
5-18-16
Casing Size: 50 mm
Date Finished:
5-18-16
Classification
FILL
Coordinates:
6125562.33 mN
277756.87 mE
263444
USC DESCRIPTION OF STRATA
Type, plasticity / particle size, colour,
secondary / minor components (e.g.,
"trace"), moisture content, consistency /
density, and additional observations
FILL, Sandy Gravelly CLAY; low
plasticity clay, brown, fine to medium
sand, fine to medium sub angular gravel.
Silty CLAY; medium plasticity clay,
red/brown, some coarse sand, some
coarse sub angular gravel.
Hand Auger/Push Tube/Solid Auger
Drill Model: EziProbe
Drill Fluid:
Water
WELL CONSTRUCTION DETAILS
Sample ID
Gatic
enviro-pid cap
Concrete
Topseal
<PL
50mm solid
PVC casing
2.2
Bentonite Seal
0.2
CH
2
Drill Type:
<PL
Hand Auger
CL
1
Relative Level: 23.01
Permit No:
Legend
0
S M HR
125 mm
Location:
South Australian Environment
Protection Authority
South Eastern Edwardstown
Client:
PID (ppm)
Date Started:
Penetration
Total Depth: 5.00 m
Casing
Bore Size:
MMcF
Method
MB
Checked By:
Depth (m)
Logged By:
Consistency
Relative Density
Sample Interval
WB Drilling
Drilling Contractor:
Silty CLAY; medium to high plasticity
clay, brown, some fine sand.
Red mottling from 1.6-1.7 m.
Coarse sand and rounded gravel from
1.7-2.5 m.
<PL
0.2
0.3
Increasing moisture below 2.0 m.
Increasing plasticity with depth.
SWL 2.263
mbtoc on
6/6/16
0.3
3
0.4
Water
intersected at
3.2 m.
~PL
MW13_3.5-3.6
4
5
Push Tube/Solid Auger
AECOM - ENVIRO WELL ADL WCC_AUS.GDT P:\605X\60504760\4. TECH WORK AREA\4.4 ENVIRONMENT\GINT\EDWARDSTOWN GINT.GPJ 6/28/16
Environmental
Assessment Stage
3
Project No.: 60504760
Phone +61 8 7223 5400 Project
Fax +61 8 7223 5499 Reference:
Moisture
AECOM Australia Pty Ltd
Level 28, 91 King William Street Adelaide
Light brown with orange/grey mottling.
0.5
Sand
50mm diameter
slotted PVC
casing
Orange mottling and black inclusions
below 4.5 m, some fine to coarse sand
and fine rounded gravel from 4.5-4.8 m.
0.3
End of hole at 5.0 m.
End Cap
Sheet 1 of 1
MONITORING WELL MW14
Date Started:
5-18-16
Casing Size: 50 mm
Date Finished:
5-18-16
Classification
S M HR
FILL
Relative Level: 19.33
Coordinates:
6125871.65 mN
277259.08 mE
263474
USC DESCRIPTION OF STRATA
Type, plasticity / particle size, colour,
secondary / minor components (e.g.,
"trace"), moisture content, consistency /
density, and additional observations
FILL, Sandy Gravelly CLAY; low
plasticity clay, brown, small to medium
sub angular gravel, fine to coarse
grained sand, roots.
Silty CLAY; medium to high plasticity
clay, red-brown, some fine sands.
Hand Auger
CH
1
125 mm
Permit No:
Legend
0
Penetration
Total Depth: 5.00 m
Casing
Bore Size:
MMcF
Method
MB
Checked By:
Depth (m)
Logged By:
Location:
Drill Type:
Hand Auger/Push Tube/Solid Auger
Drill Model: EziProbe
Drill Fluid:
Water
WELL CONSTRUCTION DETAILS
Sample ID
Gatic
enviro-pid cap
Concrete
Topseal
D
<PL
50mm solid
PVC casing
0.2
Bentonite Seal
0.3
Brown from 1.5 m.
2
0.2
0.2
0.2
3
0.1
4
5
SWL 3.135
mbtoc on
6/6/16
Sand
Colour becoming lighter from 3.5 m with
cream mottle.
Fine to coarse grained sand and small
sub angular gravel from 3.5 m.
Push Tube/Solid Auger
AECOM - ENVIRO WELL ADL WCC_AUS.GDT P:\605X\60504760\4. TECH WORK AREA\4.4 ENVIRONMENT\GINT\EDWARDSTOWN GINT.GPJ 6/28/16
Consistency
Relative Density
Sample Interval
WB Drilling
Drilling Contractor:
South Australian Environment
Protection Authority
South Eastern Edwardstown
Client:
PID (ppm)
Environmental
Assessment Stage
3
Project No.: 60504760
Phone +61 8 7223 5400 Project
Fax +61 8 7223 5499 Reference:
Moisture
AECOM Australia Pty Ltd
Level 28, 91 King William Street Adelaide
0.1
50mm diameter
slotted PVC
casing
0.1
End Cap
Moisture increasing from 4.5 m.
Band of medium sub angular gravel from
4.7-4.8 m.
End of hole at 5 m.
Sheet 1 of 1
MONITORING WELL MW15
5-18-16
Casing Size: 50 mm
Date Finished:
5-18-16
Classification
FILL
Hand Auger
CL
1
Relative Level: 21.40
Coordinates:
6125599.91 mN
277503.43 mE
Permit No:
Legend
0
S M HR
125 mm
263441
USC DESCRIPTION OF STRATA
Type, plasticity / particle size, colour,
secondary / minor components (e.g.,
"trace"), moisture content, consistency /
density, and additional observations
FILL, Sandy Gravelly CLAY; low
plasticity clay, brown, fine to medium
sand, fine to medium sub angular gravel.
Silty CLAY; medium plasticity clay,
red-brown, some coarse sand, some
coarse sub angular gravel.
Location:
South Australian Environment
Protection Authority
South Eastern Edwardstown
Drill Type:
Hand Auger/Push Tube/Solid Auger
Client:
Drill Model: EziProbe
Drill Fluid:
Water
WELL CONSTRUCTION DETAILS
PID (ppm)
Date Started:
Penetration
Total Depth: 6.00 m
Casing
Bore Size:
MMcF
Method
MB
Checked By:
Depth (m)
Logged By:
Consistency
Relative Density
Sample Interval
WB Drilling
Drilling Contractor:
Sample ID
Gatic
enviro-pid cap
Concrete
Topseal
<PL
<PL
50mm solid
PVC casing
0
Bentonite Seal
0
CH
Silty CLAY; medium to high plasticity,
brown, some fine sand.
2
<PL
0
0
0.1
3
0.7
SWL 3.076
mbtoc on
6/6/16
Grey mottling from 3.3 m.
Water
intersected at
3.5 m.
Sand
Red mottling from 3.5 m.
4
0.4
50mm diameter
slotted PVC
casing
Fine to coarse sand from 4.5-5.0 m.
5
6
Push Tube/Solid Auger
AECOM - ENVIRO WELL ADL WCC_AUS.GDT P:\605X\60504760\4. TECH WORK AREA\4.4 ENVIRONMENT\GINT\EDWARDSTOWN GINT.GPJ 6/28/16
Environmental
Assessment Stage
3
Project No.: 60504760
Phone +61 8 7223 5400 Project
Fax +61 8 7223 5499 Reference:
Moisture
AECOM Australia Pty Ltd
Level 28, 91 King William Street Adelaide
0.2 MW15_5.0-5.1
End Cap
End of hole at 6.0 m.
Sheet 1 of 1
MONITORING WELL MW16
5-19-16
Casing Size: 50 mm
Date Finished:
5-19-16
Classification
FILL
FILL
Hand Auger
CL
1
Relative Level: 22.97
Coordinates:
6125821.44 mN
277766.76 mE
Permit No:
Legend
0
S M HR
125 mm
263440
USC DESCRIPTION OF STRATA
Type, plasticity / particle size, colour,
secondary / minor components (e.g.,
"trace"), moisture content, consistency /
density, and additional observations
FILL, SAND; fine to medium grained
sand, brown-yellow, builders sand.
FILL, Gravelly SAND; fine to coarse
grained sand, brown, small to large sub
angular gravel, road base.
Silty CLAY; low plasticity clay, brown.
Location:
South Australian Environment
Protection Authority
South Eastern Edwardstown
Drill Type:
Hand Auger/Push Tube/Solid Auger
Client:
Drill Model: EziProbe
Drill Fluid:
Water
WELL CONSTRUCTION DETAILS
PID (ppm)
Date Started:
Penetration
Total Depth: 5.00 m
Casing
Bore Size:
MMcF
Method
MB
Checked By:
Depth (m)
Logged By:
Consistency
Relative Density
Sample Interval
WB Drilling
Drilling Contractor:
Sample ID
Gatic
enviro-pid cap
Concrete
Topseal
D
D
<PL
50mm solid
PVC casing
0
Bentonite Seal
Red-brown from 0.6 m with some fine
sands.
0
Medium to high plasticity and brown
from 1.5 m with some coarse black
sands throughout.
0
MW16_1.8-2.3
2
Colour becoming lighter from 2 m.
0.1
0
3
Moisture increasing from 3.5 m.
Small sub rounded gravel from 3.5-3.8
m.
4
5
SWL 2.859
mbtoc on
6/6/16
0.1
Push Tube/Solid Auger
AECOM - ENVIRO WELL ADL WCC_AUS.GDT P:\605X\60504760\4. TECH WORK AREA\4.4 ENVIRONMENT\GINT\EDWARDSTOWN GINT.GPJ 6/28/16
Environmental
Assessment Stage
3
Project No.: 60504760
Phone +61 8 7223 5400 Project
Fax +61 8 7223 5499 Reference:
Moisture
AECOM Australia Pty Ltd
Level 28, 91 King William Street Adelaide
Sand
0.2
50mm diameter
slotted PVC
casing
0.2
Fine to coarse sand and small to
medium sub rounded and sub angular
gravel from 4.5-5 m.
0
MW16_4.8-4.9
End Cap
End of hole at 5 m.
Sheet 1 of 1
MONITORING WELL MW17
5-19-16
Casing Size: 50 mm
Date Finished:
5-19-16
1
Relative Level: 21.32
Coordinates:
277553.31 mE
Classification
Permit No:
Legend
6125898.27 mN
263473
USC DESCRIPTION OF STRATA
Type, plasticity / particle size, colour,
secondary / minor components (e.g.,
"trace"), moisture content, consistency /
density, and additional observations
FILL
FILL, Gravelly Sandy CLAY; low
plasticity clay, brown, fine to coarse
sand, small sub angular gravel, roots,
darker on top 0.1 m, top soil.
<PL
CH
Silty CLAY; medium plasticity clay,
red-brown, some fine sands.
<PL
Hand Auger
0
S M HR
125 mm
Location:
South Australian Environment
Protection Authority
South Eastern Edwardstown
Drill Type:
Hand Auger/Push Tube/Solid Auger
Client:
Drill Model: EziProbe
Drill Fluid:
Water
WELL CONSTRUCTION DETAILS
PID (ppm)
Date Started:
Penetration
Total Depth: 5.00 m
Casing
Bore Size:
MMcF
Method
MB
Checked By:
Depth (m)
Logged By:
Consistency
Relative Density
Sample Interval
WB Drilling
Drilling Contractor:
Sample ID
Concrete
Topseal
50mm solid
PVC casing
0.1
Sandy CLAY; low plasticity clay, brown,
fine to medium grained sand.
<PL
0.3
0.3
CH
3
Silty CLAY; medium to high plasticity
clay, brown, some fine sands.
Small to medium sub angular gravel
2.5-2.8 m.
Moisture increasing with depth.
<PL
0.4
0.4
0.2 MW17_3.9-4
Push Tube/Solid Auger
SWL 2.776
mbtoc on
6/6/16
~PL
0.4
5
enviro-pid cap
0.2
2
4
Gatic
Bentonite Seal
CL
AECOM - ENVIRO WELL ADL WCC_AUS.GDT P:\605X\60504760\4. TECH WORK AREA\4.4 ENVIRONMENT\GINT\EDWARDSTOWN GINT.GPJ 6/28/16
Environmental
Assessment Stage
3
Project No.: 60504760
Phone +61 8 7223 5400 Project
Fax +61 8 7223 5499 Reference:
Moisture
AECOM Australia Pty Ltd
Level 28, 91 King William Street Adelaide
Sand
Water
intersected at
3.7 m.
50mm diameter
slotted PVC
casing
End Cap
End of hole at 5 m.
Sheet 1 of 1
MONITORING WELL MW18
Date Started:
5-19-16
Casing Size: 50 mm
Date Finished:
5-19-16
Classification
S M HR
FILL
Relative Level: 20.02
Coordinates:
6125442.19 mN
277252.78 mE
263440
USC DESCRIPTION OF STRATA
Type, plasticity / particle size, colour,
secondary / minor components (e.g.,
"trace"), moisture content, consistency /
density, and additional observations
FILL, Clayey Gravelly SAND; fine to
coarse grained sand, grey, small to
medium sub angular gravel, roadbase.
Silty CLAY; medium to high plasticity
clay, brown, some coarse sands
throughout, moisture increasing with
depth.
Location:
Drill Type:
Hand Auger/Push Tube/Solid Auger
Drill Model: EziProbe
Drill Fluid:
Water
WELL CONSTRUCTION DETAILS
Sample ID
Gatic
enviro-pid cap
Concrete
Topseal
D
<PL
50mm solid
PVC casing
0.2
Hand Auger
CH
1
125 mm
Permit No:
Legend
0
Penetration
Total Depth: 5.00 m
Casing
Bore Size:
MMcF
Method
MB
Checked By:
Depth (m)
Logged By:
Consistency
Relative Density
Sample Interval
WB Drilling
Drilling Contractor:
South Australian Environment
Protection Authority
South Eastern Edwardstown
Client:
PID (ppm)
Environmental
Assessment Stage
3
Project No.: 60504760
Phone +61 8 7223 5400 Project
Fax +61 8 7223 5499 Reference:
Moisture
AECOM Australia Pty Ltd
Level 28, 91 King William Street Adelaide
Bentonite Seal
0.2
2
0.4
50mm diameter
slotted PVC
casing
0.4
3
0.4
0.5
4
5
Push Tube/Solid Auger
AECOM - ENVIRO WELL ADL WCC_AUS.GDT P:\605X\60504760\4. TECH WORK AREA\4.4 ENVIRONMENT\GINT\EDWARDSTOWN GINT.GPJ 6/28/16
0.4
SP
Small to medium sub angular gravel
3.9-4 m.
Clayey SAND; fine to coarse grained
sand, red-brown, some small rounded
and sub rounded gravel.
M
0.5
Water
intersected at
4.4 m.
0.5
End of hole at 5 m.
Sand
SWL 4.141
mbtoc on
6/6/16
End Cap
Sheet 1 of 1
MONITORING WELL MW19
Date Started:
5-19-16
Casing Size: 50 mm
Date Finished:
5-19-16
Classification
S M HR
125 mm
Relative Level: 24.97
Coordinates:
FILL
6125660.52 mN
278016.67 mE
Permit No:
Legend
0
Penetration
Total Depth: 5.00 m
Casing
Bore Size:
MMcF
Method
MB
Checked By:
Depth (m)
Logged By:
263450
USC DESCRIPTION OF STRATA
Type, plasticity / particle size, colour,
secondary / minor components (e.g.,
"trace"), moisture content, consistency /
density, and additional observations
FILL, Gravelly Sandy CLAY; low to
medium plasticity clay, red-brown, fine to
coarse grained sand, small sub angular
gravel, inferred reworked natural.
Consistency
Relative Density
Sample Interval
WB Drilling
Drilling Contractor:
Location:
South Australian Environment
Protection Authority
South Eastern Edwardstown
Drill Type:
Hand Auger/Push Tube/Solid Auger
Client:
Drill Model: EziProbe
Drill Fluid:
Water
WELL CONSTRUCTION DETAILS
PID (ppm)
Environmental
Assessment Stage
3
Project No.: 60504760
Phone +61 8 7223 5400 Project
Fax +61 8 7223 5499 Reference:
Moisture
AECOM Australia Pty Ltd
Level 28, 91 King William Street Adelaide
Sample ID
Gatic
enviro-pid cap
Concrete
Topseal
<PL
50mm solid
PVC casing
2
CH
Silty CLAY; medium to high plasticity
clay, brown-black, some fine sands
throughout.
Becoming lighter with red mottle from 1
m.
<PL
Bentonite Seal
0.3
Light brown with fine to coarse sand
from 1.5 m.
0.3
Small to medium sub angular gravel
from 1.5 - 3 m.
Grey mottle from 2 m increasing with
depth.
0.2
SWL 2.298
mbtoc on
6/6/16
0.4
3
Greater red mottle from 3 m.
0.6
0.7
4
5
Push Tube/Solid Auger
AECOM - ENVIRO WELL ADL WCC_AUS.GDT P:\605X\60504760\4. TECH WORK AREA\4.4 ENVIRONMENT\GINT\EDWARDSTOWN GINT.GPJ 6/28/16
1
Hand Auger
0.1
Sand
0.8
50mm diameter
slotted PVC
casing
0.9
End Cap
Fine to coarse sand and small to
medium sub angular gravel from 4.5 m.
End of hole at 5 m.
Sheet 1 of 1
MONITORING WELL MW20
Date Started:
5-20-16
Casing Size: 50 mm
Date Finished:
5-20-16
Classification
S M HR
FILL
FILL
Hand Auger
FILL
CH
1
125 mm
Relative Level: 23.19
Coordinates:
6125653.51 mN
277717.70 mE
Permit No:
Legend
0
Penetration
Total Depth: 5.00 m
Casing
Bore Size:
MMcF
Method
MB
Checked By:
Depth (m)
Logged By:
263443
USC DESCRIPTION OF STRATA
Type, plasticity / particle size, colour,
secondary / minor components (e.g.,
"trace"), moisture content, consistency /
density, and additional observations
FILL, Gravelly SAND; fine to coarse
grained sand, brown, small to medium
sub angular gravel, some clay content.
FILL, Gravelly SAND; fine to coarse
grained sand, light brown, small to large
sub angular gravel, bitumen fragments,
roadbase.
FILL, CLAY; low plasticity clay, dark
brown, some fine sands, inferred
reworked natural.
Silty CLAY; medium to high plasticity
clay, red-brown, trace fine sands.
Consistency
Relative Density
Sample Interval
WB Drilling
Drilling Contractor:
Location:
South Australian Environment
Protection Authority
South Eastern Edwardstown
Drill Type:
Hand Auger/Push Tube/Solid Auger
Client:
Drill Model: EziProbe
Drill Fluid:
Water
WELL CONSTRUCTION DETAILS
PID (ppm)
Environmental
Assessment Stage
3
Project No.: 60504760
Phone +61 8 7223 5400 Project
Fax +61 8 7223 5499 Reference:
Moisture
AECOM Australia Pty Ltd
Level 28, 91 King William Street Adelaide
Sample ID
Gatic
enviro-pid cap
Concrete
Topseal
D
<PL
<PL
<PL
50mm solid
PVC casing
0.2
Bentonite Seal
0.6
2
7.8
3
SWL 2.285
mbtoc on
6/6/16
6.8
Moisture increasing after 2.5 m.
~PL
Water
intersected at
3.0 m.
27
Greater sand content from 3-3.5 m.
Sand
4
5
Push Tube/Solid Auger
AECOM - ENVIRO WELL ADL WCC_AUS.GDT P:\605X\60504760\4. TECH WORK AREA\4.4 ENVIRONMENT\GINT\EDWARDSTOWN GINT.GPJ 6/28/16
0.5
Saturated from 4 m.
>PL
50mm diameter
slotted PVC
casing
25
MW20_4.5-4.8
QC01_20/05/16
QC02_20/05/16
Increasing sand content from 4.8 m.
End of hole at 5 m.
12.8
End Cap
Sheet 1 of 1
MONITORING WELL MW21
Date Started:
5-20-16
Casing Size: 50 mm
Date Finished:
5-20-16
Classification
S M HR
FILL
FILL
FILL
Hand Auger
CH
1
125 mm
Relative Level: 23.37
Coordinates:
6125402.86 mN
277743.89 mE
Permit No:
Legend
0
Penetration
Total Depth: 5.00 m
Casing
Bore Size:
MMcF
Method
MB
Checked By:
Depth (m)
Logged By:
263446
USC DESCRIPTION OF STRATA
Type, plasticity / particle size, colour,
secondary / minor components (e.g.,
"trace"), moisture content, consistency /
density, and additional observations
FILL, Gravelly SAND; fine to coarse
grained sand, brown, small to medium
sub angular gravel, some clay content.
FILL, Gravelly Sandy CLAY; low
plasticity clay, brown, fine to coarse
grained sand, small sub rounded and
sub angular gravel.
FILL, Gravelly SAND; fine to coarse
grained sand, grey-black, small angular
and sub angular gravel, trench sands.
Silty CLAY; medium to high plasticity
clay, red-brown, some fine sands.
Consistency
Relative Density
Sample Interval
WB Drilling
Drilling Contractor:
Location:
South Australian Environment
Protection Authority
South Eastern Edwardstown
Drill Type:
Hand Auger/Push Tube/Solid Auger
Client:
Drill Model: EziProbe
Drill Fluid:
Water
WELL CONSTRUCTION DETAILS
PID (ppm)
Environmental
Assessment Stage
3
Project No.: 60504760
Phone +61 8 7223 5400 Project
Fax +61 8 7223 5499 Reference:
Moisture
AECOM Australia Pty Ltd
Level 28, 91 King William Street Adelaide
Sample ID
Gatic
enviro-pid cap
Concrete
Topseal
D
<PL
M
<PL
50mm solid
PVC casing
0.2
Bentonite Seal
0.3
2
3
Brown from 2 m.
0.4
Becoming lighter from 2.5 m.
0.4
Grey mottle from 3 m.
0.4
Beige mottle from 3.2 m with fine to
coarse beige sands and small sub
rounded gravel.
4
5
Push Tube/Solid Auger
AECOM - ENVIRO WELL ADL WCC_AUS.GDT P:\605X\60504760\4. TECH WORK AREA\4.4 ENVIRONMENT\GINT\EDWARDSTOWN GINT.GPJ 6/28/16
0.3
MW21_3.5-3.7
SWL 2.906
mbtoc on
6/6/16
Sand
0.6
50mm diameter
slotted PVC
casing
0.6
End Cap
Grey mottle increasing from 4 to 4.5 m.
End of hole at 5 m.
Water
intersected at
3.0 m
Sheet 1 of 1
MONITORING WELL MW22
Date Started:
5-20-16
Casing Size: 50 mm
Date Finished:
5-20-16
Classification
S M HR
FILL
Relative Level: 21.50
Coordinates:
6125721.93 mN
277570.22 mE
263439
USC DESCRIPTION OF STRATA
Type, plasticity / particle size, colour,
secondary / minor components (e.g.,
"trace"), moisture content, consistency /
density, and additional observations
FILL, Clayey Gravelly SAND; fine to
coarse grained sand, brown-black, small
to medium sub angular gravel, heavy
tree roots, gravel size increasing with
depth.
Silty CLAY; medium to high plasticity
clay, red-brown, some fine sands.
Location:
Drill Type:
Hand Auger/Push Tube/Solid Auger
Drill Model: EziProbe
Drill Fluid:
Water
WELL CONSTRUCTION DETAILS
Sample ID
<PL
Gatic
enviro-pid cap
Concrete
Topseal
D
Hand Auger
CH
1
125 mm
Permit No:
Legend
0
Penetration
Total Depth: 5.00 m
Casing
Bore Size:
MMcF
Method
MB
Checked By:
Depth (m)
Logged By:
Consistency
Relative Density
Sample Interval
WB Drilling
Drilling Contractor:
South Australian Environment
Protection Authority
South Eastern Edwardstown
Client:
PID (ppm)
Environmental
Assessment Stage
3
Project No.: 60504760
Phone +61 8 7223 5400 Project
Fax +61 8 7223 5499 Reference:
Moisture
AECOM Australia Pty Ltd
Level 28, 91 King William Street Adelaide
50mm solid
PVC casing
0.1
Bentonite Seal
0.3
Moisture increasing from 1.8 m.
2
0.4
Lense of medium to coarse grained
sand at 2.1-2.2 m.
3
Moisture decreasing with some grey
mottle from 3 m.
~PL
0.4 MW22_2.5-2.7
<PL
0.4
4
5
End of hole at 5 m.
SWL 2.535
mbtoc on
6/6/16
Sand
Light brown with medium to coarse
grained sand and small sub angular
gravel from 3.5 m.
Push Tube/Solid Auger
AECOM - ENVIRO WELL ADL WCC_AUS.GDT P:\605X\60504760\4. TECH WORK AREA\4.4 ENVIRONMENT\GINT\EDWARDSTOWN GINT.GPJ 6/28/16
0.3
0.5
50mm diameter
slotted PVC
casing
0.5
End Cap
Sheet 1 of 1
MONITORING WELL MW23
Date Started:
5-20-16
Casing Size: 50 mm
Date Finished:
5-20-16
Classification
S M HR
FILL
Hand Auger
CH
1
125 mm
Relative Level: 19.46
Coordinates:
6125693.73 mN
277241.37 mE
Permit No:
Legend
0
Penetration
Total Depth: 5.00 m
Casing
Bore Size:
MMcF
Method
MB
Checked By:
Depth (m)
Logged By:
263436
USC DESCRIPTION OF STRATA
Type, plasticity / particle size, colour,
secondary / minor components (e.g.,
"trace"), moisture content, consistency /
density, and additional observations
FILL, Sandy Gravelly CLAY; low to
medium plasticity clay, red-brown,
coarse grained sand, small angular and
sub angular gravel, greater gravel
content from 0.4-0.5 m, inferred
reworked natural.
Silty CLAY; medium to high plasticity
clay, red-brown, some fine sands and
small rounded and sub rounded gravels.
Consistency
Relative Density
Sample Interval
WB Drilling
Drilling Contractor:
Location:
South Australian Environment
Protection Authority
South Eastern Edwardstown
Drill Type:
Hand Auger/Push Tube/Solid Auger
Client:
Drill Model: EziProbe
Drill Fluid:
Water
WELL CONSTRUCTION DETAILS
PID (ppm)
Environmental
Assessment Stage
3
Project No.: 60504760
Phone +61 8 7223 5400 Project
Fax +61 8 7223 5499 Reference:
Moisture
AECOM Australia Pty Ltd
Level 28, 91 King William Street Adelaide
Sample ID
Gatic
enviro-pid cap
Concrete
Topseal
<PL
~PL
50mm solid
PVC casing
0.2
Bentonite Seal
0.2
2
0.2
3
0.3
Lense of sub angular and sub rounded
gravel from 3.5-3.7 m.
4
5
50mm diameter
slotted PVC
casing
MW23_2.5-2.7
Moisture increase from 2.5-2.9 m with
fine to medium grained sand.
Sand
SWL 3.773
mbtoc on
6/6/16
Push Tube/Solid Auger
AECOM - ENVIRO WELL ADL WCC_AUS.GDT P:\605X\60504760\4. TECH WORK AREA\4.4 ENVIRONMENT\GINT\EDWARDSTOWN GINT.GPJ 6/28/16
0.3
End Cap
End of hole at 5 m.
Sheet 1 of 1
MONITORING WELL MW24
5-23-16
Casing Size: 50 mm
Date Finished:
5-23-16
Classification
FILL
FILL
Hand Auger
CH
1
2
Relative Level: 25.84
Coordinates:
6125594.42 mN
278125.79 mE
Permit No:
Legend
0
S M HR
125 mm
263451
USC DESCRIPTION OF STRATA
Type, plasticity / particle size, colour,
secondary / minor components (e.g.,
"trace"), moisture content, consistency /
density, and additional observations
FILL, Gravelly SAND; fine to coarse
grained sand, brown, small sub rounded
and rounded gravel, bitumen pieces.
FILL, Sandy CLAY; low plasticity clay,
brown, fine grained sand, inferred
reworked natural.
Silty CLAY; low to medium plasticity,
red-brown, fine to coarse sands from 1
m.
Brown with beige mottle from 0.75 m.
Location:
South Australian Environment
Protection Authority
South Eastern Edwardstown
Drill Type:
Hand Auger/Push Tube/Solid Auger
Client:
Drill Model: EziProbe
Drill Fluid:
Water
WELL CONSTRUCTION DETAILS
PID (ppm)
Date Started:
Penetration
Total Depth: 5.00 m
Casing
Bore Size:
MMcF
Method
MB
Checked By:
Depth (m)
Logged By:
Consistency
Relative Density
Sample Interval
WB Drilling
Drilling Contractor:
Sample ID
Gatic
enviro-pid cap
Concrete
Topseal
D
<PL
<PL
50mm solid
PVC casing
0.1
Bentonite Seal
0.1
Roots at 1.5 m.
0.1
Small to medium sub angular and sub
rounded gravel from 2-2.5 m.
0.1
50mm diameter
slotted PVC
casing
0.2
3
Greater sand content from 3-4 m with
some small to medium sub rounded
gravel.
0.1
0.2
4
5
SWL 3.12
mbtoc on
6/6/16
Sand
0.1
Push Tube/Solid Auger
AECOM - ENVIRO WELL ADL WCC_AUS.GDT P:\605X\60504760\4. TECH WORK AREA\4.4 ENVIRONMENT\GINT\EDWARDSTOWN GINT.GPJ 6/28/16
Environmental
Assessment Stage
3
Project No.: 60504760
Phone +61 8 7223 5400 Project
Fax +61 8 7223 5499 Reference:
Moisture
AECOM Australia Pty Ltd
Level 28, 91 King William Street Adelaide
0.1
0.2
End of hole at 5 m.
End Cap
Sheet 1 of 1
MONITORING WELL MW25
Environmental
Assessment Stage
3
Project No.: 60504760
Phone +61 8 7223 5400 Project
Fax +61 8 7223 5499 Reference:
5-23-16
Casing Size: 50 mm
Date Finished:
5-23-16
Classification
FILL
Hand Auger
FILL
1
Relative Level: 25.99
Coordinates:
FILL
CH
6125733.59 mN
Type, plasticity / particle size, colour,
secondary / minor components (e.g.,
"trace"), moisture content, consistency /
density, and additional observations
FILL, Gravelly SAND; fine to coarse
grained sand, grey, small to medium sub
angular and angular gravel.
FILL, Gravelly Sandy CLAY; low to
medium plasticity clay, brown, fine to
coarse grained sand, small rounded
gravel, inferred reworked natural.
FILL, SAND; fine to medium grained
sand, yellow, trench sands.
Silty CLAY; medium to high plasticity
clay, brown, fine to course sands
throughout.
Hand Auger/Push Tube/Solid Auger
Drill Fluid:
263448
USC DESCRIPTION OF STRATA
Drill Type:
Drill Model: EziProbe
278142.18 mE
Permit No:
Legend
0
S M HR
125 mm
Water
WELL CONSTRUCTION DETAILS
PID (ppm)
Date Started:
Penetration
Total Depth: 5.00 m
Casing
Bore Size:
MMcF
Method
MB
Checked By:
Depth (m)
Logged By:
Location:
South Australian Environment
Protection Authority
South Eastern Edwardstown
Client:
Consistency
Relative Density
Sample Interval
WB Drilling
Drilling Contractor:
Moisture
AECOM Australia Pty Ltd
Level 28, 91 King William Street Adelaide
Sample ID
Gatic
enviro-pid cap
Concrete
Topseal
D
~PL
50mm solid
PVC casing
20.1
M
Bentonite Seal
~PL
2000
2
Small to medium sub rounded gravel
from 2-2.5 m.
1830
SWL 2.336
mbtoc on
6/6/16
114
3
4
5
Greater sand content from 3 m.
137.5
Colour change from brown to red-brown
from 3.5 m with grey mottle.
47.2
35.1
Push Tube/Solid Auger
AECOM - ENVIRO WELL ADL WCC_AUS.GDT P:\605X\60504760\4. TECH WORK AREA\4.4 ENVIRONMENT\GINT\EDWARDSTOWN GINT.GPJ 6/28/16
1614
38.7
End of hole at 5 m.
Sand
MW25_4.1-4.2
Water
intersected at
4.0 m.
50mm diameter
slotted PVC
casing
End Cap
Sheet 1 of 1
MONITORING WELL MW26
Date Started:
5-23-16
Casing Size: 50 mm
Date Finished:
5-23-16
Classification
S M HR
FILL
Hand Auger
FILL
CH
1
125 mm
Relative Level: 23.44
Coordinates:
6125716.79 mN
277841.23 mE
Permit No:
Legend
0
Penetration
Total Depth: 5.00 m
Casing
Bore Size:
MMcF
Method
MB
Checked By:
Depth (m)
Logged By:
263447
USC DESCRIPTION OF STRATA
Type, plasticity / particle size, colour,
secondary / minor components (e.g.,
"trace"), moisture content, consistency /
density, and additional observations
FILL, Gravelly SAND; fine to coarse
grained sand, brown, small to medium
sub rounded and rounded gravel, roots.
FILL, Gravelly SAND; fine to coarse
grained sand, grey, small to medium sun
angular and angular gravel.
Silty CLAY; medium to high plasticity,
red-brown, some fine to coarse sands
throughout.
Consistency
Relative Density
Sample Interval
WB Drilling
Drilling Contractor:
Location:
South Australian Environment
Protection Authority
South Eastern Edwardstown
Drill Type:
Hand Auger/Push Tube/Solid Auger
Client:
Drill Model: EziProbe
Drill Fluid:
Water
WELL CONSTRUCTION DETAILS
PID (ppm)
Environmental
Assessment Stage
3
Project No.: 60504760
Phone +61 8 7223 5400 Project
Fax +61 8 7223 5499 Reference:
Moisture
AECOM Australia Pty Ltd
Level 28, 91 King William Street Adelaide
Sample ID
Gatic
enviro-pid cap
Concrete
Topseal
M
D
~PL
50mm solid
PVC casing
0.8
Bentonite Seal
1.6
2
Light brown from 2-3.5 m
0.9
SWL 2.253
mbtoc on
6/6/16
1.1
3
1
Red-brown from 3.5 m with grey mottle.
4
5
Push Tube/Solid Auger
AECOM - ENVIRO WELL ADL WCC_AUS.GDT P:\605X\60504760\4. TECH WORK AREA\4.4 ENVIRONMENT\GINT\EDWARDSTOWN GINT.GPJ 6/28/16
1
Sand
1
50mm diameter
slotted PVC
casing
2.6
MW26_4.5-4.6
Greater sand content and small sub
rounded and sub angular gravel from
4.5-5 m.
1.1
End of hole at 5 m.
Water
intersected at
4.5 m.
End Cap
AECOM
South Eastern Edwardstown Stage 3 ESA
South Eastern Edwardstown
DRAFT
Appendix G
Core Photographs Groundwater Wells
P:\605X\60504760\4. Tech Work Area\4.4 Environment\Report\SEE Stage 3 ESA and RA DRAFT_24June.docx
Revision – 24-Jun-2016
Prepared for – SA Environment Protection Authority – ABN: 85 393 411 003
South Eastern Edwardstown - Stage 3 EPA Assessment
SA Environment Protection Authority
June 2016
Appendix G – Groundwater Well Core Photographs
Plate 1
MW08 Soil Core – Picture 1
Plate 2
MW08 Soil Core - Picture 2
P:\605X\60504760\4. Tech Work Area\4.4 Environment\Report\Appendices\Appendix G - Core photos - GW\Appendix G - GW Core Plates.docx
Revision – 22-Jun-2016
Prepared for – SA Environment Protection Authority
1
South Eastern Edwardstown - Stage 3 EPA Assessment
SA Environment Protection Authority
June 2016
Plate 3
MW09 Soil Core
Plate 4
MW10 Soil Core
P:\605X\60504760\4. Tech Work Area\4.4 Environment\Report\Appendices\Appendix G - Core photos - GW\Appendix G - GW Core Plates.docx
Revision – 22-Jun-2016
Prepared for – SA Environment Protection Authority
2
South Eastern Edwardstown - Stage 3 EPA Assessment
SA Environment Protection Authority
June 2016
Plate 5
MW11 Soil Core
Plate 6
MW12 Soil Core
P:\605X\60504760\4. Tech Work Area\4.4 Environment\Report\Appendices\Appendix G - Core photos - GW\Appendix G - GW Core Plates.docx
Revision – 22-Jun-2016
Prepared for – SA Environment Protection Authority
3
South Eastern Edwardstown - Stage 3 EPA Assessment
SA Environment Protection Authority
June 2016
Plate 7
MW13 Soil Core
Plate 8
MW14 Soil Core
P:\605X\60504760\4. Tech Work Area\4.4 Environment\Report\Appendices\Appendix G - Core photos - GW\Appendix G - GW Core Plates.docx
Revision – 22-Jun-2016
Prepared for – SA Environment Protection Authority
4
South Eastern Edwardstown - Stage 3 EPA Assessment
SA Environment Protection Authority
June 2016
Plate 9
MW15 Soil Core
Plate 10
MW16 Soil Core
P:\605X\60504760\4. Tech Work Area\4.4 Environment\Report\Appendices\Appendix G - Core photos - GW\Appendix G - GW Core Plates.docx
Revision – 22-Jun-2016
Prepared for – SA Environment Protection Authority
5
South Eastern Edwardstown - Stage 3 EPA Assessment
SA Environment Protection Authority
June 2016
Plate 11
MW17 Soil Core
Plate 12
MW18 Soil Core
P:\605X\60504760\4. Tech Work Area\4.4 Environment\Report\Appendices\Appendix G - Core photos - GW\Appendix G - GW Core Plates.docx
Revision – 22-Jun-2016
Prepared for – SA Environment Protection Authority
6
South Eastern Edwardstown - Stage 3 EPA Assessment
SA Environment Protection Authority
June 2016
Plate 13
MW19 Soil Core
Plate 14
MW20 Soil Core
P:\605X\60504760\4. Tech Work Area\4.4 Environment\Report\Appendices\Appendix G - Core photos - GW\Appendix G - GW Core Plates.docx
Revision – 22-Jun-2016
Prepared for – SA Environment Protection Authority
7
South Eastern Edwardstown - Stage 3 EPA Assessment
SA Environment Protection Authority
June 2016
Plate 15
MW21 Soil Core
Plate 16
MW22 Soil Core
P:\605X\60504760\4. Tech Work Area\4.4 Environment\Report\Appendices\Appendix G - Core photos - GW\Appendix G - GW Core Plates.docx
Revision – 22-Jun-2016
Prepared for – SA Environment Protection Authority
8
South Eastern Edwardstown - Stage 3 EPA Assessment
SA Environment Protection Authority
June 2016
Plate 17
MW23 Soil Core
Plate 18
MW24 Soil Core
P:\605X\60504760\4. Tech Work Area\4.4 Environment\Report\Appendices\Appendix G - Core photos - GW\Appendix G - GW Core Plates.docx
Revision – 22-Jun-2016
Prepared for – SA Environment Protection Authority
9
South Eastern Edwardstown - Stage 3 EPA Assessment
SA Environment Protection Authority
June 2016
Plate 19
MW25 Soil Core - Picture 1
Plate 20
MW25 Soil Core - Picture 2
10
P:\605X\60504760\4. Tech Work Area\4.4 Environment\Report\Appendices\Appendix G - Core photos - GW\Appendix G - GW Core Plates.docx
Revision – 22-Jun-2016
Prepared for – SA Environment Protection Authority
South Eastern Edwardstown - Stage 3 EPA Assessment
SA Environment Protection Authority
June 2016
Plate 21
11
MW26 Soil Core
P:\605X\60504760\4. Tech Work Area\4.4 Environment\Report\Appendices\Appendix G - Core photos - GW\Appendix G - GW Core Plates.docx
Revision – 22-Jun-2016
Prepared for – SA Environment Protection Authority

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