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
Similar documents
Catálogo Bisutería Mateo 2015
C/SIAM C/PERIDOT C/OLIVINE C/OLIVINE C/S. C/MYACINTH TOPAZ
More information