DWLBC REPORT
Northern Adelaide Plains Groundwater Monitoring Network Upgrade 2001/2002 Drilling Activity
2004/57 Northern Adelaide Plains Groundwater Monitoring Network Upgrade
2001/02 Drilling Activity
Hajrudin Zulfic and Michael Stadter
Knowledge and Information Division Department of Water, Land and Biodiversity Conservation
April 2006
Report DWLBC 2004/57 Knowledge and Information Division Department of Water, Land and Biodiversity Conservation 25 Grenfell Street, Adelaide GPO Box 2834, Adelaide SA 5001 Telephone National (08) 8463 6946 International +61 8 8463 6946 Fax National (08) 8463 6999 International +61 8 8463 6999 Website www.dwlbc.sa.gov.au
Disclaimer Department of Water, Land and Biodiversity Conservation and its employees do not warrant or make any representation regarding the use, or results of the use, of the information contained herein as regards to its correctness, accuracy, reliability, currency or otherwise. The Department of Water, Land and Biodiversity Conservation and its employees expressly disclaims all liability or responsibility to any person using the information or advice.
© Government of South Australia, through the Department of Water, Land and Biodiversity Conservation 2006 This work is Copyright. Apart from any use permitted under the Copyright Act 1968 (Cwlth), no part may be reproduced by any process without prior written permission obtained from the Department of Water, Land and Biodiversity Conservation. Requests and enquiries concerning reproduction and rights should be directed to the Chief Executive, Department of Water, Land and Biodiversity Conservation, GPO Box 2834, Adelaide SA 5001.
ISBN 1 921218 03 7
Preferred way to cite this publication Zulfic, H & Stadter, M 2004, Northern Adelaide Plains Groundwater Monitoring Network Upgrade, DWLBC Report 2004/57, Department of Water, Land and Biodiversity Conservation, Adelaide. FOREWORD
South Australia’s unique and precious natural resources are fundamental to the economic and social wellbeing of the State. It is critical that these resources are managed in a sustainable manner to safeguard them both for current users and for future generations. The Department of Water, Land and Biodiversity Conservation (DWLBC) strives to ensure that our natural resources are managed so that they are available for all users, including the environment. In order for us to best manage these natural resources it is imperative that we have a sound knowledge of their condition and how they are likely to respond to management changes. DWLBC scientific and technical staff continues to improve this knowledge through undertaking investigations, technical reviews and resource modelling.
Rob Freeman CHIEF EXECUTIVE DEPARTMENT OF WATER, LAND AND BIODIVERSITY CONSERVATION
Report DWLBC 2004/57 i Northern Adelaide Plains Groundwater Monitoring Network Upgrade CONTENTS
FOREWORD...... i
1. INTRODUCTION...... 1
2. RESULTS OF DRILLING...... 2 2.1 SITE NUMBER 1: PTA 115 ...... 2 2.2 SITE NUMBER 2: MPA 154 ...... 2 2.3 SITE NUMBER 3: MPA 155 ...... 8 2.4 SITE NUMBER 4: PTG 83...... 9 2.5 SITE NUMBER 5: PTG 84...... 9 2.6 SITE NUMBER 6: MPA 156 ...... 9 2.7 SITE NUMBER 7: MPA 157 ...... 10 2.8 SITE NUMBER 8: MPA 158 ...... 10 2.9 SITE NUMBER 9: PTA 116 ...... 11 2.10 SITE NUMBER 10 – REPLACEMENT WELL: MPA 153...... 11 2.11 SITE NUMBER 11 – REPLACEMENT WELL: MPA 159...... 12 3. RESULTS OF WELL BACKFILLING ...... 13 3.1 MONITORING WELL: MPA 75...... 13 3.2 MONITORING WELL: MPA 64...... 13 4. CONCLUSIONS...... 14
APPENDICES ...... 15 A. LITHOLOGICAL LOGS ...... 15 B. COMPOSITE WELL LOGS...... 64 C. GROUNDWATER SAMPLE SALINITY RESULTS ...... 76 UNITS OF MEASUREMENT ...... 93
GLOSSARY ...... 94
LIST OF FIGURES Figure 1. NAP Monitoring Network - T2 Aquifer Well Location Map ...... 3
LIST OF TABLES Table 1. Summary of encountered lithology ...... 4 Table 2. Summary of encountered lithology – continued...... 5 Table 3. Well completion details ...... 6 Table 4. Well completion details – continued ...... 7
Report DWLBC 2004/57 ii Northern Adelaide Plains Groundwater Monitoring Network Upgrade 1. INTRODUCTION
Between September 2001 and February 2002 an upgrade of the Northern Adelaide Plains (NAP) monitoring network was undertaken. In total, eleven new wells were drilled in Angle Vale and Virginia areas. Two old government owned steel cased, non-pressure cemented monitoring wells (MPA 64 and MPA 75) were backfilled and replaced with new wells. All eleven monitoring wells were completed in the T2 Aquifer. The review of the Northern Adelaide Plains (NAP) groundwater monitoring network conducted in 1999, recommended upgrading of the network. New and replacement wells were recommended to be drilled into the T1 and T2 confined aquifers, as well as to backfill and rehabilitate some old monitoring wells. While the 2000/01 Drilling Program has prioritised and undertaken an upgrade of mainly the T1 Aquifer monitoring network in the Waterloo Corner area because of the lack of data and high consumption of groundwater from the T1 Aquifer in this area, the 2001/02 Drilling Program has undertaken upgrading of the T2 Aquifer monitoring network in the Angle Vale and Virginia areas. Eleven wells were drilled and two wells were backfilled between September 2001 and February 2002. All monitoring wells were drilled and completed in the T2 confined aquifer. Two government non-pressure cemented monitoring wells (MPA 64 and MPA 75) were backfilled and replaced by new wells under the same program.
Report DWLBC 2004/57 1 Northern Adelaide Plains Groundwater Monitoring Network Upgrade 2. RESULTS OF DRILLING
The objective of the drilling of eleven monitoring wells (MPA 153 to MPA 159; PTA 115 and PTA 116; PTG 83 and PTG 84) and backfilling of two government non-pressure cemented monitoring wells MPA 64 and MPA 75 (Fig. 1) was to upgrade the monitoring of the T2 aquifer in the Angle Vale and Virginia areas. A summary of encountered lithology and well completion details are provided in Tables 1–4, with comprehensive description of lithology encountered over the well profiles included in Appendix A of this report. A suite of geophysical logs was conducted over each hole prior to casing: gamma, neutron, point resistivity, caliper, spontaneous potential, density, medium inductivity and deep inductivity. Composite well logs identifying age, formation, completion and lithological profile data are included in Appendix B. Following completion all wells were developed by airlifting, during which time water samples were collected for salinity analysis at Glenside laboratory. Salinity results are presented in Appendix C. All wells were completed for long term observation with a 0.5 m high lockable standpipe cemented over each well.
2.1 SITE NUMBER 1: PTA 115
The monitoring well PTA 115 (unit number 6628 – 20666) was drilled under P/N 56428. The well was drilled adjacent to the section 171, hundred of Port Adelaide, on the western side of Buckland Road, 250 m north of Park Road. The well was drilled to a total depth of 87.5 m using rotary mud drilling. Sample cuttings were collected at three metre intervals over the entire penetrated depth. Completion of the well was carried out using 142 mm ID class 12 PVC casing from 0.3 m above ground level to 65 m, which was pressure cemented to the surface, with cement 2 m below the casing (67 m), whilst the remaining section of the well (67–87.5 m encompassing the Lower Port Willunga Formation) was left as open hole completion. The well was developed by airlifting from 50 m at a rate of 4–5 L/s for 2 hours, during which time two groundwater samples were obtained from the open hole section in the aquifer for salinity analysis. The electrical conductivity of 1230 uS/cm inferred a total dissolved solids (TDS) content of 677 mg/L, the expected salinity of the T2 aquifer groundwater for this area.
2.2 SITE NUMBER 2: MPA 154
The monitoring well MPA 154 (unit number 6628 – 20729) was drilled under P/N 56853. The well was drilled adjacent to the section 3879, hundred of Munno Para, approximately 20 m southwest of Angle Vale Road on the southeastern side of Frisby Road. The well was drilled to a total depth of 105.2 m using rotary mud drilling. Sample cuttings were collected at three metre intervals over the entire penetrated depth.
Report DWLBC 2004/57 2 Northern Adelaide Plains Groundwater Monitoring Network Upgrade P:\Projects_GW\State\GW Monitoring Well Upgrade\Figure1_Hajruddin 6150000 6160000 6170000 02.55 1.25 a rjcin G oe54 Zone MGA projection: Map GDA94 Datum: km 250000 250000 bevto el n number and wells Observation P 153 MPA P 109 MPA P 75 MPA RUDAE OIOIGNETWORK MONITORING GROUNDWATER 2AufrWl oainMap Location Well Aquifer T2 OTENAEAD PLAINS ADELAIDE NORTHERN akildWells Backfilled Wells Existing aeetoutcrop Basement Area Restricted Flat Kangaroo Area Wells Prescribed Plains Adelaide Northern e Wells New ii fMnoPr Clay Para Munno of Limit urn tMrh2002 March at current iue1 Figure 260000 260000 IDEBEACH MIDDLE
EAST-W T 77 PTG T 43 PTG
ES BUCKLAND T
T 60 PTG
UE HARBOUR OUTER FAUL
MILNER FAUL T 270000 270000 T T 46 PTA T 57 PTA T 41 PTA T 40 PTA T 31 PTG W WELLS TWO T 115 PTA T 83 PTA T 66 PTG T 82 PTA TKILDA ST T 116 PTA T 91 PTA T 67 PTA T 87 PTA REDBANK FAULT T 94 PTA T 62 PTG P 144 MPA VIRGINIA T 83 PTG P 64 MPA P 159 MPA P 109 MPA P 111 MPA T 78 PTG WATERLOO CORNER T 84 PTG P 158 MPA 280000 280000 T 53 PTG P 157 MPA T 79 PTG P 155 MPA A 129 YAT P 153 MPA P 75 MPA P 137 MPA A 10 YAT P 136 MPA U 29 MUW U 25 MUW U 27 MUW P 81 MPA SALISBURY U 28 MUW OEOTYCOLLEGE ROSEWORTHY U 32 MUW P 154 MPA P 139 MPA P 83 MPA ELIZABETH A 9 YAT AGROFLAT KANGAROO P 148 MPA AAHILLS PARA P 50 MPA U 30 MUW U 31 MUW ADBELT WARD P 156 MPA P 48 MPA P 110 MPA U 12 MUW
A AFPARA ALMA 290000 290000 P 140 MPA E REGULLY TREE TEA
AU LT FAULT ROSEWORTHY GAWLER
6150000 6160000 6170000 RESULTS OF DRILLING
Table 1. Summary of encountered lithology
Site number 1 Site number 2 Site number 3 Site number 4 Site number 5 Site number 6 PTA 115 MPA 154 MPA 155 PTG 83 PTG 84 MPA 156 Interval Thickness Interval Thickness Interval Thickness Interval Thickness Interval Thickness Interval Thickness (m) (m) (m) (m) (m) (m) (m) (m) (m) (m) (m) (m) Recent 0–1.5 1.5 0–3 3.0 0–3 3.0 0–3 3.0 0–3 3.0 0–3 3.0 Hindmarsh Clay 1.5–33 31.5 3–50.4 47.4 3–40.8 37.8 3–24.8 21.8 3–28 25.0 3–59.2 56.2 Carisbrooke Sand (Q4) 33–46 13 50.4–71 20.6 40.8–64 23.2 24.8–40.8 16 28–33.6 5.6 59.2–69.2 10.0 Hallett Cove Sandstone 64–70 6.0 Dry Creek Sand (T1a) Upper Port Willunga 46–53 7.0 71–74.8 3.8 70–77 7.0 40.8–44.4 3.6 69.2–76 6.8 Formation (T1b) Munno Para Clay 53–60.8 7.8 74.8–80.8 6.0 77–82.6 5.6 44.4–52.4 8.0 33.6–35 1.4 76–78.4 2.4 Lower Port Willunga 60.8–87.5+ 26.7+ 80.8–105.2+ 24.4+ 82.6–100+ 17.4+ 52.4–76+ 23.6+ 35–70+ 35+ 78.4–100+ 21.6+ Formation (T2)
Report DWLBC 2004/57 4 Northern Adelaide Plains Groundwater Monitoring Network Upgrade RESULTS OF DRILLING
Table 2. Summary of encountered lithology – continued
Site number 7 Site number 8 Site number 9 Site number 10 Site number 11 MPA 157 MPA 158 PTA 116 MPA 153 MPA 159 Interval Thickness Interval Thickness Interval Thickness Interval Thickness Interval Thickness (m) (m) (m) (m) (m) (m) (m) (m) (m) (m) Recent 0–4 4.0 0–3 3.0 0-2 2.0 0–1 1.0 0-3 3.0 Hindmarsh Clay 4–53.2 49.2 3–38.5 35.5 2–38.8 36.8 1–38.5 37.5 3–48 45.0 Carisbrooke Sand (Q4) 53.2–64 10.8 38.5–56 17.5 38.8–53.2 14.4 38.5–60.8 22.3 48–57.6 9.6 Hallett Cove Sandstone 64–75 11.0 56–57 1.0 53.2–60 6.8 57.6–65.6 8.0 Dry Creek Sand (T1a) Upper Port Willunga 75–83.2 8.2 57–60 3.0 60–66 6.0 65.6–71 5.4 Formation (T1b) Munno Para Clay 83.2–91.2 8.0 60–60.4 4.4 66–74 8.0 60.8–68 7.2 71–79.6 8.6 Lower Port Willunga 91.2–120+ 28.8+ 64.4–86+ 21.6+ 74–96+ 22.0+ 68–94+ 26.0+ 79.6–100+ 20.4+ Formation (T2)
Report DWLBC 2004/57 5 Northern Adelaide Plains Groundwater Monitoring Network Upgrade RESULTS OF DRILLING
Table 3. Well completion details
Site number 1 Site number 2 Site number 3 Site number 4 Site number 5 Site number 6 Observation well number PTA 115 MPA 154 MPA 155 PTG 83 PTG 84 MPA 156 Well unit number 6628-20666 6628-20729 6628-20730 6628-20731 6628-20732 6628-20733 Well permit number 56428 56853 56851 56852 56847 56848 Easting (GDA 94) 273663 285823 281550 277800 279334 287948 Northing (GDA 94) 6161486 6164562 6160968 6165482 6168566 6164417 Reference Elevation 7.738 34.609 20.174 19.014 17.489 37.682 Total depth drilled (m) 87.5 105.2 100 76 70 100 Depth completed (m) 87.5 105.2 100 76 70 100 Casing (m) -0.3*-67 -0.3*-84 -0.2*-86 -0.3*-56 -0.2*-50 -0.1*-84 Pressure cemented (m) 0-67 0-86† 0-86 0-56 0-50 0-84 Production zone (m) 67-87.5 86-105.2 86-100 56-76 50-70 84-100 Production zone type Open hole Open hole Open hole Open hole Open hole Open hole Aquifer completed T2 T2 T2 T2 T2 T2 Water level (m) 18 26.32 34.45 32.91 13.32 30.45 Salinity (mg/L) 677 655 1440 821 1010 556 Yield (L/s)‡ 4-5 6 4-5 4 4-5 5 * 0.2 m above ground level † Pressure cement below casing ‡ Yields determined from airlifting
Report DWLBC 2004/57 6 Northern Adelaide Plains Groundwater Monitoring Network Upgrade RESULTS OF DRILLING
Table 4. Well completion details – continued
Site number 7 Site number 8 Site number 9 Site number 10 Site number 11 Observation well number MPA 157 MPA 158 PTA 116 MPA 153 MPA 159 Well unit number 6628-20734 6628-20735 6628-20759 6628-20678 6628-20736 Well permit number 57452 57535 57655 56430 56849 Easting (GDA 94) 280472 279850 275824 282652 278472 Northing (GDA 94) 6158816 6163287 6159322 6163250 6159988 Reference Elevation 16.505 21.345 9.155 27.618 14.735 Total depth drilled (m) 120 86 96 94 100 Depth completed (m) 120 86 96 94 100 Casing (m) -0.3*-96 -0.3*-68 -0.3*-78 -0.2*-74 -0.2*-83 Pressure cemented (m) 0-96 0-68 0-79† 0-74 0-83 Production zone (m) 96-120 68-86 79-86 74-94 83-100 Production zone type Open hole Open hole Open hole Open hole Open hole Aquifer completed T2 T2 T2 T2 T2 Water level (m) 29.39 48.88 29.507 27.2 41.24 Salinity (mg/L) 1726 567 761 1261 955 Yield (L/s)‡ 5 2-3 4 4 4 * 0.2 m above ground level † Pressure cement below casing ‡ Yields determined from airlifting
Report DWLBC 2004/57 7 Northern Adelaide Plains Groundwater Monitoring Network Upgrade RESULTS OF DRILLING
Completion of the well was carried out using 142 mm ID class 12 PVC casing from 0.3 m above ground level to 84 m, which was pressure cemented to the surface, with cement 2 m below the casing (86 m), whilst the remaining section of the well (86–105.2 m encompassing the Lower Port Willunga Formation) was left as open hole completion. The well was developed by airlifting from 60 m, at a rate of approximately 6 L/s for 4 hours during which time the well produced a significant amount of fine sand. During airlifting the sand content was decreasing and at the end of 4 hours of airlifting was around 5–10%. Further development was suggested. The well was further developed on the 15th and 16th of May 2002 using a Legra pump set at 80 m. Development began at a flowing rate of 2 L/s for a period of 90 minutes. The first few samples contained approximately 1/3–1/2 of a cup of fine sand per 1.25 litre of water sample, which slowly waned to about 1 teaspoon of sand per 1.25 litre water sample for the last 30 mins of the test (less than 1%). Then the flow rate was increased to 5 L/s, which brought about an increase in the sand content of approximately 1/4–1/3 of the cup of fine sand per 1.25 litre of water sample (~6%), which stayed constant for the duration of the development, being a total of 120 minutes. On 16/5/02; development continued at a flowing rate of 5 L/s for a total of 360 minutes with no sign of the sand content decreasing. No further development was conducted at this stage. Three groundwater samples during initial development and another 34 during further development were collected for salinity analysis. The electrical conductivity of 1190 uS/cm inferred a total dissolved solids (TDS) content of 655 mg/L, the expected salinity of the T2 aquifer groundwater for this area.
2.3 SITE NUMBER 3: MPA 155
The monitoring well MPA 155 (unit number 6628 – 20730) was drilled under P/N 56851. The well was drilled adjacent to the section 3900, hundred of Munno Para, on the southeastern side of Short Road, 150 m southwest of Robert Road. The well was drilled to a total depth of 100 m using rotary mud drilling. Sample cuttings were collected at three metre intervals over the entire penetrated depth. Completion of the well was carried out using 142 mm ID class 12 PVC casing from 0.2 m above ground level to 86 m, which was pressure cemented to the surface, whilst the remaining section of the well (86–100 m encompassing the Lower Port Willunga Formation) was left as open hole completion. The well was developed by airlifting from 50 m, at a rate of 4–5 L/s for 3 hours during which time two groundwater samples were obtained from the open hole section in the aquifer for salinity analysis. The electrical conductivity of 2600 uS/cm inferred a total dissolved solids (TDS) content of 1440 mg/L, the expected salinity of the T2 aquifer groundwater for this area.
Report DWLBC 2004/57 8 Northern Adelaide Plains Groundwater Monitoring Network Upgrade RESULTS OF DRILLING
2.4 SITE NUMBER 4: PTG 83
The monitoring well PTG 83 (unit number 6628 – 20731) was drilled under P/N 5682. The well was drilled adjacent to the section 99, hundred of Port Gawler, on the northern side of Johns Rd, 350 m east of Baker Road. The well was drilled to a total depth of 76 m using rotary mud drilling. Sample cuttings were collected at three metre intervals over the entire penetrated depth. Completion of the well was carried out using 142 mm ID class 12 PVC casing from 0.3 m above ground level to 56 m, which was pressure cemented to the surface, whilst the remaining section of the well (56–76 m encompassing the Lower Port Willunga Formation) was left as open hole completion. The well was developed by airlifting from 50 m, at a rate of 4 L/s for 3 hours, during which time two groundwater samples were obtained from the open hole section in the aquifer for salinity analysis. The electrical conductivity of 1490 uS/cm inferred a total dissolved solids (TDS) content of 821 mg/L, the expected salinity of the T2 aquifer groundwater for this area.
2.5 SITE NUMBER 5: PTG 84
The monitoring well PTG 84 (unit number 6628 – 20732), was drilled under P/N 56847. The well was drilled adjacent to the section 174, hundred of Port Gawler, on the western side of Pederick Road, 30 m north of Hayman Road. The well was drilled to a depth of 51 m and the total loss of circulation occurred between 45–51 m. The well was cased using 142 mm ID class 12 PVC casing from 0.2 m above ground level to 49.8 m and pressure cemented to the surface and than drilled to total depth of 70 m using rotary mud drilling. Sample cuttings were collected at three metre intervals over the entire penetrated depth. The section of the well 49.8–70 m, encompassing the Lower Port Willunga Formation, was left as open hole completion. The well was developed by airlifting from 37 m, at a rate of 4 L/s for 1.5 hours, during which time three groundwater samples were obtained from the open hole section in the aquifer for salinity analysis. The electrical conductivity of 1830 uS/cm inferred a total dissolved solids (TDS) content of 1010 mg/L, the expected salinity of the T2 aquifer groundwater for this area.
2.6 SITE NUMBER 6: MPA 156
The monitoring well MPA 156 (unit number 6628 – 20733), was drilled under P/N 56848. The well was drilled adjacent to the section 3296, hundred of Munno Para, approximately 250 m northwest of Stebonheath Road on the southwestern side of Dalkeith Road. The well was drilled to a total depth of 100 m using rotary mud drilling. Sample cuttings were collected at three metre intervals over the entire penetrated depth.
Report DWLBC 2004/57 9 Northern Adelaide Plains Groundwater Monitoring Network Upgrade RESULTS OF DRILLING
Completion of the well was carried out using 142 mm ID class 12 PVC casing from 0.1 m above ground level to 84 m, which was pressure cemented to the surface, whilst the remaining section of the well (84–100 m encompassing the Lower Port Willunga Formation) was left as open hole completion. The well was developed by airlifting from 60 m, at a rate of approximately 5 L/s for 2 hours, during which time the well produced significant amount of fine sand. During airlifting sand content was decreasing and at the end of 2 hours airlifting was around 5%. The well was further developed on 21 of May 2002 using a Legra pump set at 80 m. Development began at a flow rate of 2 L/s for a period of 125 minutes with initial groundwater samples containing approximately 1/4 of a cup of sand per 1.25 litre of groundwater sample (~5%). Groundwater began to clear at about the 90 minutes mark, clearing up to 1 teaspoon per 1.25 litre of groundwater sample within the next 45 minutes. The increase of the flow rate up to 5 L/s brought on the sand at about the same ratio per sample as the first stage (~5%). At 240 minutes the sand content was decreasing and continued to do so up until the end of the stage, at 330 minutes, whereupon the sand content was down to about 1 teaspoon per 1.25 litre of groundwater sample. No further development was required at this stage. Two groundwater samples during initial development, on the well completion, and another twenty one during further development were collected for salinity analysis. The electrical conductivity of 1010 uS/cm inferred a total dissolved solids (TDS) content of 556 mg/L, the expected salinity of the T2 aquifer groundwater for this area.
2.7 SITE NUMBER 7: MPA 157
The monitoring well MPA 157 (unit number 6628 – 20734), was drilled under P/N 57452. The well was drilled adjacent to the section 3055, hundred of Munno Para, approximately 250 m southwest of Penfield Road on the northwestern side of Short Road. The well was drilled to a total depth of 120 m using rotary mud drilling. Sample cuttings were collected at three metre intervals over the entire penetrated depth. Completion of the well was carried out using 142 mm ID class 12 PVC casing from 0.3 m above ground level to 96 m, which was pressure cemented to the surface, whilst the remaining section of the well (96–120 m encompassing the Lower Port Willunga Formation) was left as open hole completion. The well was developed by airlifting from 79 m, at a rate of 5 L/s for about 1 hour, during which time three groundwater samples were obtained from the open hole section in the aquifer for salinity analysis. The electrical conductivity of 3110 uS/cm inferred a total dissolved solids (TDS) content of 1726 mg/L, the expected salinity of the T2 aquifer groundwater for this area.
2.8 SITE NUMBER 8: MPA 158
The monitoring well MPA 158 (unit number 6628 – 20735), was drilled under P/N 57535. The well was drilled adjacent to the section 3027, hundred of Munno Para, approximately 150 m southeast of Angle Vale Road on the southwestern side of Davoren Road. The well
Report DWLBC 2004/57 10 Northern Adelaide Plains Groundwater Monitoring Network Upgrade RESULTS OF DRILLING was drilled to a total depth of 86 m using rotary mud drilling. Sample cuttings were collected at three metre intervals over the entire penetrated depth. Completion of the well was carried out using 142 mm ID class 12 PVC casing from 0.3 m above ground level to 68 m, which was pressure cemented to the surface, whilst the remaining section of the well (68–86 m encompassing the Lower Port Willunga Formation) was left as open hole completion. The well was developed by airlifting from 50 m, at a rate of 2–3 L/s for 2 hours, during which time two groundwater samples were obtained from the open hole section in the aquifer for salinity analysis. The electrical conductivity of 1030 uS/cm inferred a total dissolved solids (TDS) content of 567 mg/L, the expected salinity of the T2 aquifer groundwater for this area.
2.9 SITE NUMBER 9: PTA 116
The monitoring well PTA 116 (unit number 6628 – 20759) was drilled under P/N 57655. The well was drilled adjacent to the section 226 PT 95, hundred of Port Adelaide, approximately 50 m north of McEvoy Road on the eastern side of Supple Road. The well was drilled to a total depth of 96 m using rotary mud drilling. Sample cuttings were collected at three metre intervals over the entire penetrated depth. Completion of the well was carried out using 142 mm ID class 12 PVC casing from 0.3 m above ground level to 78 m, which was pressure cemented to the surface, with cement 1 m below the casing (79 m), whilst the remaining section of the well (79–96 m encompassing the Lower Port Willunga Formation) was left as open hole completion. The well was developed by airlifting from 54 m, at a rate of 4 L/s for 1.5 hours, during which time three groundwater samples were obtained from the open hole section in the aquifer for salinity analysis. The electrical conductivity of 1380 uS/cm inferred a total dissolved solids (TDS) content of 761 mg/L, the expected salinity of the T2 aquifer groundwater for this area.
2.10 SITE NUMBER 10 – REPLACEMENT WELL: MPA 153
The monitoring well MPA 153 (unit number 6628 – 20678), was drilled under P/N 56430 to replace government non-pressure cemented monitoring well MPA 75, which was backfilled under P/N 56429. This replacement monitoring well was drilled adjacent to the section 3889, hundred of Munno Para, approximately 20 m northeast of Curtis Road (3 m north of backfilled well MPA 75). The well was drilled to a total depth of 94 m using rotary mud drilling. Sample cuttings were collected at three metre intervals over the entire penetrated depth. Completion of the well was carried out using 142 mm ID class 12 PVC casing from 0.2 m above ground level to 74 m, which was pressure cemented to the surface, whilst the remaining section of the well (74–94 m encompassing the Lower Port Willunga Formation) was left as open hole completion. The well was developed by airlifting from 52 m, at a rate of 3–4 L/s for 3 hours, during which time three groundwater samples were collected for salinity analysis. The electrical conductivity of 2280 uS/cm inferred a total dissolved solids (TDS) content of 1261 mg/L, the expected salinity of the T2 aquifer groundwater for this area.
Report DWLBC 2004/57 11 Northern Adelaide Plains Groundwater Monitoring Network Upgrade RESULTS OF DRILLING
2.11 SITE NUMBER 11 – REPLACEMENT WELL: MPA 159
The monitoring well MPA 159 (unit number 6628 – 20736), was drilled under P/N 56849 to replace a government non-pressure cemented monitoring well MPA 64, which was backfilled under P/N 56850. This replacement monitoring well was drilled adjacent to the section 3052, hundred of Munno Para, approximately 50 m southwest of Penfield Road on the southeastern side of King Road (~80 m south of backfilled well MPA 64). The well was drilled to a total depth of 100 m using rotary mud drilling. Sample cuttings were collected at three metre intervals over the entire penetrated depth. Completion of the well was carried out using 142 mm ID class 12 PVC casing from 0.2 m above ground level to 83 m, which was pressure cemented to the surface, whilst the remaining section of the well (83–100 m encompassing the Lower Port Willunga Formation) was left as open hole completion. The well was developed by airlifting from 60 m, at a rate of 4 L/s for 2 hours, during which time three groundwater samples were obtained from the open hole section in the aquifer for salinity analysis. The electrical conductivity of 1730 uS/cm inferred a total dissolved solids (TDS) content of 955 mg/L, the expected salinity of the T2 aquifer groundwater for this area.
Report DWLBC 2004/57 12 Northern Adelaide Plains Groundwater Monitoring Network Upgrade 3. RESULTS OF WELL BACKFILLING
Two backfilled wells had steel casing which was corroded (Fig. 1). They could not be rehabilitated and their backfilling was necessary because their condition deteriorated and they became a risk for the aquifers they were monitoring.
3.1 MONITORING WELL: MPA 75
The monitoring well MPA 75 (unit number 6628 – 2718) was backfilled under P/N 56429 with cement slurry from 112 m to the ground level.
3.2 MONITORING WELL: MPA 64
The monitoring well MPA 64 (unit number 6628 – 2470) was backfilled under P/N 56850 with cement slurry from 129 m to the ground level.
Report DWLBC 2004/57 13 Northern Adelaide Plains Groundwater Monitoring Network Upgrade 4. CONCLUSIONS
The Northern Adelaide Plains T2 Aquifer monitoring network was upgraded by eleven new monitoring wells, nine of which were constructed in new locations, whilst two were constructed on the existing monitoring sites, as replacement monitoring wells. All wells were constructed according to specifications and following completion, nine wells were satisfactorily developed by airlifting. Only two wells (MPA 154 and MPA 156) required further developing for the reason that they were producing a significant amount of fine sand during initial airlifting. These wells were further developed to a satisfactory level (acceptable and practical limits) using the Legra pump. During development the wells were sampled and groundwater salinity (TDS) of all the wells was in the expected range for each respective site. Following completion all wells were surveyed (optically levelled to 3rd order standard with expected accuracy r0.005 m from true) and coordinates were derived from nearby coordinated cadastral marks by use of a Total Station Theodolite but are quoted to the nearest 0.1 m. All monitoring wells data was updated in the SA-Geodata database and Asset Register.
Report DWLBC 2004/57 14 Northern Adelaide Plains Groundwater Monitoring Network Upgrade APPENDICES
A. LITHOLOGICAL LOGS
Report DWLBC 2004/57 15 Northern Adelaide Plains Groundwater Monitoring Network Upgrade PROJECT: NAP-Observation Network
GROUNDWATER PROGRAM PERMIT No. 56428 WATER WELL LOG UNIT No. 6628 - 20666 (PTA 115)
Coordinates: E 273662.6 N 6161485.9 El. Surface(m): 7.443 El. Ref. Point(m): 7.738 Datum: GDA 94 Hundred: Port Adelaide Adj. Sec: 171 INTERVAL DEPTH TO DEPTH TO SUPPLY TOTAL DISSOLVED SOLIDS WATER CUT STANDING WATER (m) AQUIFER (m) (m) From To L/sec Test length Method mg/L Analysis No. 18 67 87.5 4 - 5 2 hours Airlifting 677 483039 SUMMARY
DEPTH (m) Depth GRAPHIC ROCK/SEDIMENT CASING Core LOG GEOLOGICAL DESCRIPTION FORMATION/AGE Dia From To From To NAME Sample (mm) (m) (m) 0 1.5 TOPSOIL Light brown very sandy topsoil with calcrete grains throughout. Sand is fine to 208 -0.2 2.8 medium grained quartz sand. Abundant mica. (Recent) ______142 -0.3 65 1.5 3 SANDY CLAY Mottled grey, orange and brown very sandy micaceous clay. Calcrete grains up to 3 cm in diameter throughout.
3 5 CLAY Overall grey somewhat mottled light brown clay. Soft when wet. Minor sandy, and minor calcrete grains throughout.
5 10 SANDY CLAY / Interbedded mottled orange and light grey minor clayey fine grained micaceous CLAYEY SAND sand and mottled light orange, light grey and whitish clay. Abundant calcrete grit HINDMARSH throughout. CLAY (Quaternary) 10 12.5 CLAY Grey mottled light brown and orange clay. Calcrete grains up to 15 - 20 mm in diameter throughout.
12.5 16 SAND Dark yellow and minor grey fine - medium grained quartz sand. Minor gravelly (fine gravel up to 6 mm - a few coarser grains > 6 mm). Minor clayey.
REMARKS: CASING: -0.2 to 2.8 m (PVC class 6, 208 mm ID - gravity cemented) DRILL TYPE: Auger, COMPLETED: 87.5 m -0.3 to 65 m (PVC class 12, 142 mm ID - pressure cemented - Cement 2m below casing) Rotary OPEN HOLE: 67 to 87.5 m DRILL FLUID: Mud LOGGED BY: H. Zulfic
DATE: 23/09/2001 SHEET 1 OF 3 PROJECT: NAP-Observation Network
GROUNDWATER PROGRAM PERMIT No. 56428 WATER WELL LOG CONTINUATION SHEET UNIT No. 6628 - 20666 (PTA 115)
Hundred: Port Adelaide Adj. Sec: 171
DEPTH (m) Depth GRAPHIC ROCK/SEDIMENT CASING Core LOG GEOLOGICAL DESCRIPTION FORMATION/AGE Dia From To From To NAME Sample (mm) (m) (m) 16 21 CLAY Mottled grey and red stiff clay.
21 24.5 CLAY Overall dark red, somewhat grey sandy clay (from 23 m sandy).
24.5 27 CLAY Mottled grey and reddish clay.
27 30 CLAY Overall yellowish orange (when wet) clay.
30 33 SANDY CLAY Overall dark yellowish-orange sandy clay. ––––––––––––––––– 33 46 SAND Multi coloured medium to fine grained soft, somewhat minor clayey quartz sand. CARISBROOKE From 39-42 m overall orange-dark yellow, minor off-white and light yellowish SAND sand. From 42-45 m lighter than above - light yellowish sand. From 45 m darker. (Quaternary) ––––––––––––––––– 46 53 LIMESTONE Overall yellow - dark yellow, getting darker with depth.
From 46 - 49 m whitish fine to medium grained quartz sandstone/limestone and yellow fine to medium grained very hard limestone.. Calcareous. A few tiny shell fragments. UPPER PORT WILLUNGA From 49 - 52 m yellow - dark yellow limestone, minor fossiliferous - a few very FORMATION small bryozoa fragments. (Tertiary)
From 52 - 53 m dark yellow limestone, fossiliferous (tiny bryozoa fragments), fairly dense, wells cemented . Fine - medium grained limestone. ––––––––––––––––– 53 60.8 CLAY Blue soft fossiliferous plastic clay interbedded with thin bars of grey limestone. MUNNO PARA Minor shell fragments. CLAY (Tertiary) –––––––––––––––––
SHEET 2 OF 3 PROJECT: NAP-Observation Network
GROUNDWATER PROGRAM PERMIT No. 56428 WATER WELL LOG CONTINUATION SHEET UNIT No. 6628 - 20666 (PTA 115)
Hundred: Port Adelaide Adj. Sec: 171
DEPTH (m) Depth GRAPHIC ROCK/SEDIMENT CASING Core LOG GEOLOGICAL DESCRIPTION FORMATION/AGE Dia From To From To NAME Sample (mm) (m) (m) 60.8 64 LIMESTONE Light grey very fossiliferous (bryozoal), well cemented, glauconitic limestone. Shell fragments up to 7 mm.
64 73 LIMESTONE Overall very light grey. Light grey and whitish very fossiliferous (bryozoal) LOWER PORT limestone. Sample silty sandy and clayey (Munno Para Clay). WILLUNGA FORMATION 73 76 LIMESTONE Overall greyish-yellowish. Grey - whitish limestone as above and yellowish (Tertiary) bryozoal limestone. Small shell fragments.
76 79 LIMESTONE Overall light olive-yellowish. Light olive-yellowish, fine- medium grained well cemented fossiliferous (bryozoal) limestone. Minor shell fragments.
79 87.5 LIMESTONE Overall dark olive - greyish. Light olive - yellowish and grey fossiliferous very well cemented limestone.
SHEET 3 OF 3 PROJECT: NAP-Observation Network
GROUNDWATER PROGRAM PERMIT No. 56853 WATER WELL LOG UNIT No. 6628 - 20729 (MPA 154)
Coordinates: E 285822.5 N 6164562.2 El. Surface(m): 34.413 El. Ref. Point(m): 34.609 Datum: GDA 94 Hundred: Munno Para Adj. Sec: 3879 INTERVAL DEPTH TO DEPTH TO SUPPLY TOTAL DISSOLVED SOLIDS WATER CUT STANDING WATER (m) AQUIFER (m) (m) From To L/sec Test length Method mg/L Analysis No. 26.32 86 105.2 6 4 hours Airlifting 655 493225 SUMMARY
DEPTH (m) Depth GRAPHIC ROCK/SEDIMENT CASING Core LOG GEOLOGICAL DESCRIPTION FORMATION/AGE Dia From To From To NAME Sample (mm) (m) (m) 0 3 TOPSOIL Reddish - brown sandy and silty topsoil. Micaceous. (Recent) 208 -0.2 3 ––––––––––––––––– 3 5.6 CLAY Dark brown sandy and silty clay and minor clayey sand. Micaceous. 142 -0.3 84
5.6 7 SAND Dark brown. Clayey and silty coarse to medium grained quartz sand, somewhat gravelly (fine quartz gravel) HINDMARSH 7 11.2 CLAY Brown minor sandy and silty clay. Micaceous. CLAY (Quaternary) 11.2 12.5 CLAYEY SAND Light brown - orange clayey sand, somewhat gravelly.
12.5 15 SANDY CLAY Yellowish orange mottled grey very sandy clay. Micaceous.
15 20 CLAYEY SAND / Interbedded orange - brown (mottled grey - brown) fine clayey silty sand (very SANDY CLAY micaceous) and grey stiff clay
20 22.8 CLAYEY SAND Mottled grey, orange and brown clayey fine sand. Micaceous. Sticky when wet.
REMARKS: CASING: -0.2 to 3 m (PVC class 6, 208 mm ID - gravity cemented) DRILL TYPE: Auger, COMPLETED: 105.2 m -0.3 to 84 m (PVC class 12, 142 mm ID - pressure cemented - Cement 2m below casing) Rotary OPEN HOLE: 86 to 105.2 m LOGGED BY: H. Zulfic & M. DRILL FLUID: Mud Stadter NOTE: During 4 hours airlifting well was producing sandy water. Content of sand was decreasing during airlifting and at the end DATE 10/01/2002 SHEET 1 OF 4 was around 3% solids in the water. PROJECT: NAP-Observation Network
GROUNDWATER PROGRAM PERMIT No. 56853 WATER WELL LOG CONTINUATION SHEET UNIT No. 6628 - 20729 (MPA 154)
Hundred: Munno Para Adj. Sec: 3879
DEPTH (m) Depth GRAPHIC ROCK/SEDIMENT CASING Core LOG GEOLOGICAL DESCRIPTION FORMATION/AGE Dia From To From To NAME Sample (mm) (m) (m) 22.8 26.8 CLAY Mottled orange and grey very sandy, silty clay. Soft and sticky when wet. Micaceous.
26.8 28.5 CLAYEY SAND Orange, somewhat mottled grey clayey and silty micaceous fine grained quartz sand.
28.5 30.5 CLAY Grey silty and sandy clay. Micaceous.
30.5 36 SANDY CLAY / Interbedded light orange brown - reddish very sandy and silty clay and silty, CLAYEY SAND clayey very fine soft sand. Micaceous.
36 39 CLAYEY SAND / Mottled orange and dark yellow somewhat grey fine silty and clayey soft quartz SANDY CLAY sand, interbedded with sandy silty grey and brown clay. Micaceous.
39 41 GRAVEL / SAND Dark yellow - orange. From 39 - 40 m fine to medium grained quartz gravel. Angular to sub-angular. From 40 - 41 m silty gravelly fine quartz sand.
41 43 CLAY Grey sandy plastic clay
43 49 GRAVEL Orange grey - grey sandy gravel somewhat clayey (46.6 - 47.4 m - grey clay). Gravel is fine - medium grained (mostly around 5 mm), sub-angular to sub- rounded.
49 50.4 CLAY Light orange - light grey silty and sandy clay. ––––––––––––––––– 50.4 54 SAND Overall light grey (53 - 54 m minor dark yellow - orange). Silty minor clayey fine grained sand. CARISBROOKE SAND 54 60 SAND Dark yellow - orange mottled grey fine to medium grained soft silty sand. From (Quaternary) 59 - 60 m gravely (fine grained quartz gravel).
SHEET 2 OF 4 PROJECT: NAP-Observation Network
GROUNDWATER PROGRAM PERMIT No. 56853 WATER WELL LOG CONTINUATION SHEET UNIT No. 6628 - 20729 (MPA 154)
Hundred: Munno Para Adj. Sec: 3879
DEPTH (m) Depth GRAPHIC ROCK/SEDIMENT CASING Core LOG GEOLOGICAL DESCRIPTION FORMATION/AGE Dia From To From To NAME Sample (mm) (m) (m) 60 70 GRAVEL Overall pale yellow somewhat light grey. Fine sandy quartz gravel. Grains are sub-rounded to sub-angular; clear, pale yellow and white. Sand is dark yellow coarse grained.
70 71 CLAY Grey clay (poor recovery) ––––––––––––––––– 71 72.5 LIMESTONE Overall dark yellow - orange - brown. Yellow - dark yellow very well cemented limestone, fossiliferous, very calcareous and a little bit glauconitic. UPPER PORT WILLUNGA 72.5 74.8 LIMESTONE Overall grey, silty and sandy sample. Grey - dark grey fossiliferous limestone, FORMATION poorly cemented. Minor black grains. Some loose shell fragments (up to 2 - 3 (Tertiary) mm in diameter) and quartz sand fine to medium grained. ––––––––––––––––– 74.8 80.8 CLAY Overall grey. Blue soft plastic clay with some limestone. Fossiliferous. MUNNO PARA CLAY (Tertiary) ––––––––––––––––– 80.8 84 SANDY Overall grey (at the end of interval light yellowish to very light olive). Hard and LIMESTONE soft layers of the sandy limestone.
84 87 SANDY Overall light yellow - very light olive. Interbedded soft and hard bars of light LOWER PORT LIMESTONE yellow and off-white fossiliferous fairly well cemented minor glauconitic WILLUNGA limestone and yellow very well cemented limestone. Sandy. FORMATION (Tertiary) 87 90 SANDY Overall pale yellow - very light olive-grey. Yellow and off-whitish fossiliferous, LIMESTONE minor glauconitic fairly well cemented limestone and yellow better cemented limestone. Minor fragments of light grey -whitish very well cemented - very hard limestone. Minor loose fine - medium grained quartz sand and a few small shell fragments.
SHEET 3 OF 4 PROJECT: NAP-Observation Network
GROUNDWATER PROGRAM PERMIT No. 56853 WATER WELL LOG CONTINUATION SHEET UNIT No. 6628 - 20729 (MPA 154)
Hundred: Munno Para Adj. Sec: 3879
DEPTH (m) Depth CASING GRAPHIC ROCK/SEDIMENT Core Dia Fro LOG GEOLOGICAL DESCRIPTION FORMATION/AGE From To To NAME Sample (mm m (m) (m) ) 90 96 SANDY Overall grey to dark grey. Sample is a little bit sandy and silty (grey sand and silt LIMESTONE passes through 0.3 mm sieve. Grey to light brownish very well cemented limestone and grey to dark grey fossiliferous limestone. Loose silty sand and small shell fragments.
96 99 SANDY Overall grey - little bit olive. Sample silty and sandy??. Grey and dark grey LIMESTONE fossiliferous well cemented limestone. Light greyish - light olive fossiliferous well cemented limestone and some fragments of yellowish limestone. Some loose fine - medium grained sand (mainly finer than 0.3 mm) and small shell fragments.
99 105.2 SANDY Overall grey. Sample sandy and silty. Light grey - yellowish fossiliferous well LIMESTONE cemented limestone. Loose fine to medium grained quartz sand and shell fragments up to 10 mm (mostly around 5 mm) in diameter.
SHEET 4 OF 4 PROJECT: NAP-Observation Network
GROUNDWATER PROGRAM PERMIT No. 56851 WATER WELL LOG UNIT No. 6628 – 20730 (MPA 155)
Coordinates: E 281549.8 N 6160967.8 El. Surface(m): 19.985 El. Ref. Point(m): 20.174 Datum: GDA 94 Hundred: Munno Para Adj. Sec: 3900 INTERVAL DEPTH TO DEPTH TO SUPPLY TOTAL DISSOLVED SOLIDS WATER CUT STANDING WATER (m) AQUIFER (m) (m) From To L/sec Test length Method mg/L Analysis No. N/A 34.45 86 100 § 4 - 5 3 hours Airlifting 1440 495496 SUMMARY
DEPTH (m) Depth GRAPHIC ROCK/SEDIMENT CASING Core LOG GEOLOGICAL DESCRIPTION FORMATION/AGE Dia From To From To NAME Sample (mm) (m) (m) 0 3 TOPSOIL Moderate brown clayey topsoil. Recent 208 0 2.8 ––––––––––––––––– 3 6 SANDY CLAY Dark yellowish orange and somewhat mottled grey, gritty sandy clay. Soft and 142 -0.2 86 sticky when wet.
6 9 SANDY CLAY Dark yellowish orange and mottled grey sandy clay interbedded with fine sand layers. Not very rollable. Micaceous.
9 12 SANDY CLAY Dark orange and mottled grey overall. Sandy clay. Rollable and micaceous. HINDMARSH CLAY 12 15.6 SAND / GRAVEL Light brown to moderate brown overall. Clayey gravelly sand. Sand / Gravel is (Quaternary) fine sand (0.06mm) to fine gravel (up to 5mm). Grains are sub-angular to very angular quartz grains. Grains are clear, milky, pale yellow and pale orange (Iron stained). Sample is micaceous.
15.6 16.5 SANDY CLAY Greyish orange mottled sandy clay. Micaceous.
16.5 18 SAND Light brown slightly clayey sand. Micaceous. (Lost circulation within interval).
REMARKS: CASING: 0 to 2.8 m (PVC, 208 mm ID - gravity cemented) DRILL TYPE: Auger, COMPLETED: 100 -0.2 to 86 m (PVC class 12, 142 mm ID - pressure cemented 0 – 86m) Rotary OPEN HOLE: 86 to 100 m (Drilled with 200mm bit) DRILL FLUID: Mud LOGGED BY: M STADTER
DATE: 24/01/02 SHEET 1 OF 5 PROJECT: NAP-Observation Network
GROUNDWATER PROGRAM PERMIT No. 56851 WATER WELL LOG CONTINUATION SHEET UNIT No. 6628 – 20730 (MPA 155)
Hundred: Munno Para Adj. Sec: 3900
DEPTH (m) Depth GRAPHIC ROCK/SEDIMENT CASING Core LOG GEOLOGICAL DESCRIPTION FORMATION/AGE Dia From To From To NAME Sample (mm) (m) (m) 18 20 CLAYEY SAND Dark yellowish orange overall. Mottled clayey sand. Sample is micaceous.
20 22 SANDY CLAY Dark yellowish orange overall. Sandy clay. Sample is rollable and micaceous.
22 27 GRAVEL / SAND Light brown silty sandy clayey gravel. Sand / gravel is fine sand (0.06mm) to medium gravel (up to 10mm). Grains are clear, milky white, pale yellow and pale orange quartz grains. Grains are sub-rounded to angular (for all grain sizes). Approximately 70% fine to medium gravel and 20% fine to medium sand (only small percentage of coarse sand). Stiff grey clay from around 22m. Lost circulation at 26m.
27 30 GRAVEL / SAND Greyish orange silty clayey gravelly sand. Sample is micaceous. Sand and gravel as above.
30 33 SAND / GRAVEL / Moderate brown to moderate red overall. Interbedded clayey gravelly sand. CLAY Gravel and sand as above. Sample is sticky and slimy (perhaps due to drilling mud).
33 36 CLAY / SAND Moderate reddish greyish orange overall. Moderate red hard plastic clay interbedded with grey silty sand and sandy clay. Introduction of fine (0.06- 0.2mm) yellowish orange sand. Only small percentage of gravel as above.
36 39 CLAYEY SAND Light brown silty clayey sand. Sand is fine (0.1 to 0.15mm approximately). Sample is soft, rollable and micaceous. Sample also contains a very small percentage of gravel.
39 40.8 CLAYEY SAND Dark yellowish orange silty clayey fine sand. Sample is micaceous but not rollable.
–––––––––––––––––
SHEET 2 OF 5 PROJECT: NAP-Observation Network
GROUNDWATER PROGRAM PERMIT No. 56851 WATER WELL LOG CONTINUATION SHEET UNIT No. 6628 – 20730 (MPA 155)
Hundred: Munno Para Adj. Sec: 3900
DEPTH (m) Depth GRAPHIC ROCK/SEDIMENT CASING Core LOG GEOLOGICAL DESCRIPTION FORMATION/AGE Dia From To From To NAME Sample (mm) (m) (m) 40.8 45 SAND Dark yellowish orange to greyish orange overall. Fine (predominantly) to medium quartz sand. Grains are clear, pale yellow and pale orange in colour. Grains are sub-rounded to sub-angular in shape. Sample is micaceous and contains a small percentage of clay.
45 48 SAND Dark yellowish orange to greyish orange silty fine sand. Sample is not rollable.
48 51 SAND Dark yellowish orange to greyish orange overall. Fine (predominantly) to medium quartz sand. Grains are clear, pale yellow and pale orange in colour. Grains are sub-rounded to sub-angular in shape. Sample is micaceous and contains a small percentage of clay. CARISBROOKE SAND 51 54 SAND Same as above, without clay. (Quaternary)
54 60 SAND / GRAVEL Dark yellowish orange overall. Fine sand (0.06mm) to medium gravel (up to 8mm). Predominantly (approximately 70%) medium sand (0.2 – 0.6mm), sub- rounded to sub-angular. Smaller percentage of fine to medium gravel. Grains of quartz in all sizes are clear, milky white, pale yellow and pale orange (iron stained) in colour.
60 63 SAND / GRAVEL Dark yellowish orange overall. Same as above, with slightly higher percentage of gravel.
63 64 SAND / GRAVEL Dark yellowish orange overall. Predominantly fine to medium quartz sand and fine gravel (up to 6mm). Grains are sub-rounded to sub-angular in shape and clear, milky white, pale yellow and pale orange (iron stained) in colour. Small amount of grey clay in sample. Sample is non calcareous.
______
SHEET 3 OF 5 PROJECT: NAP-Observation Network
GROUNDWATER PROGRAM PERMIT No. 56851 WATER WELL LOG CONTINUATION SHEET UNIT No. 6628 – 20730 (MPA 155)
Hundred: Munno Para Adj. Sec: 3900
DEPTH (m) Depth GRAPHIC ROCK/SEDIMENT CASING Core LOG GEOLOGICAL DESCRIPTION FORMATION/AGE Dia From To From To NAME Sample (mm) (m) (m) 64 67 SAND / GRAVEL / Moderate brown overall. Fine sand and gravels as above with pale yellow and LIMESTONE / light grey weak (crumble under fingers) limestone / sandstone. Sample also SHELLS contains loose shells (bryozoal up to 3mm). Sample is calcareous.
67 68.5 LIMESTONE / Same as above, including sand, gravels and shells. Higher percentage of HALLETT COVE SAND / GRAVEL / limestone. SANDSTONE / SHELLS DRY CREEK SAND (Tertiary) 68.5 70 LIMESTONE / Pale yellowish poorly cemented weak limestone and light grey moderately GRAVEL / cemented fossiliferous limestone (reasonably hard). Sample also containing fine SHELLS quartz gravel (2-4mm). Gravel is sub-rounded to angular in shape and clear, milky, pale yellow and pale orange in colour. Sample also contains an abundance of shells, up to 5mm in size. ______
70 73 SANDY Greyish orange overall. Light grey moderately cemented fossiliferous limestone. LIMESTONE / Limestone is moderately hard to break. Sample also contains fine to medium SHELLS sand and fine gravel, which is believed to be the product of drilling weak poorly cemented sandy limestone and contamination from Hallett Cove Sandstone and Dry Creek Sand. UPPER PORT 73 74.5 LIMESTONE Moderate brown overall. Pale yellowish orange sandy limestone, reasonably soft. WILLUNGA Light grey fossiliferous limestone, moderately hard. Sample contains an FORMATION abundance of shells (up to 7mm) and fine quartz gravel (2-4mm) assumed to be (Tertiary) contamination from above interval.
74.5 76 LIMESTONE Same as above with higher content of greyish limestone. Sample is also contaminated with loose shells from above.
76 77 LIMESTONE Dark yellowish brown overall. Sandy limestone. Same as above.
SHEET 4 OF 5 PROJECT: NAP-Observation Network
GROUNDWATER PROGRAM PERMIT No. 56851 WATER WELL LOG CONTINUATION SHEET UNIT No. 6628 – 20730 (MPA 155)
Hundred: Munno Para Adj. Sec: 3900
DEPTH (m) Depth GRAPHIC ROCK/SEDIMENT CASING Core LOG GEOLOGICAL DESCRIPTION FORMATION/AGE Dia From To From To NAME Sample (mm) (m) (m) 77 79 CLAY Bluish grey sticky plastic fossiliferous clay. MUNNO PARA 79 82.6 CLAY Dusky bluish grey clay with small percentage of sand from above interval. CLAY Limestone bar approximately 80.6 81.4m inferred from geophysical log. (Tertiary) ______82.6 100 LIMESTONE Medium dark grey overall. Light grey and bone white, soft, moderate to well cemented fossiliferous glauconitic limestone. Sample also contains moderately LOWER PORT hard pieces of limestone and miscellaneous shells. Bryozoal up to 5mm present. WILLUNGA FORMATION (Tertiary)
SHEET 5 OF 5 PROJECT: NAP-Observation Network
GROUNDWATER PROGRAM PERMIT No. 56852 WATER WELL LOG UNIT No. 6628 – 20731 (PTG 83)
Coordinates: E 277800.4 N 6165481.7 El. Surface(m): 18.749 El. Ref. Point(m): 19.014 Datum: GDA 94 Hundred: Port Gawler Adj. Sec: 99 INTERVAL DEPTH TO DEPTH TO SUPPLY TOTAL DISSOLVED SOLIDS WATER CUT STANDING WATER (m) AQUIFER (m) (m) From To L/sec Test length Method mg/L Analysis No. N/A 32.91 56 76 § 4 3 hours Airlifting 821 495493 SUMMARY
DEPTH (m) Depth GRAPHIC ROCK/SEDIMENT CASING Core LOG GEOLOGICAL DESCRIPTION FORMATION/AGE Dia From To From To NAME Sample (mm) (m) (m) 0 3 TOPSOIL Dark brown sandy topsoil. Micaceous. 208 0 3 Recent 3 4 SANDY LOAM Moderate brown overall. Fine to medium sandy loam. Calcretey and Micaceous. 142 -0.3 56 ––––––––––––––––– 4 9 CLAY Light brown gritty clay. Small percentage of fine sand. Very rollable. Somewhat calcretey.
9 12 CLAY Pale reddish brown overall. Reddish brown and grey clays. Slightly gritty and very sticky when wet. Nice and rollable, and also containing calcrete. HINDMARSH 12 15 CLAY / GRAVEL Moderate red and light grey clays. Small percentage of fine quartz gravel (2- CLAY 6mm). Grains are clear and milky in colour. Sample is rollable and forms thin (Quaternary) sheets when dry.
15 18 CLAY Light red and light grey clays. Clays are only slightly gritty yet sticky when wet. Sample is rollable.
18 21 CLAY Moderate orange, light pinkish and light grey clays. Good clean sample of clay, no grit. Sample dried into thin sheets.
REMARKS: CASING: 0 to 3 m (PVC, 208 mm ID - gravity cemented) DRILL TYPE: Auger, COMPLETED: 76 -0.3 to 56 m (PVC class 12, 142 mm ID - pressure cemented 0 – 56m) Rotary OPEN HOLE: 56 to 76 m (Drilled with 198mm bit) DRILL FLUID: Mud LOGGED BY: M STADTER
DATE: 1/2/02 SHEET 1 OF 4 PROJECT: NAP-Observation Network
GROUNDWATER PROGRAM PERMIT No. 56852 WATER WELL LOG CONTINUATION SHEET UNIT No. 6628 – 20731 (PTG 83)
Hundred: Port Gawler Adj. Sec: 99
DEPTH (m) Depth GRAPHIC ROCK/SEDIMENT CASING Core LOG GEOLOGICAL DESCRIPTION FORMATION/AGE Dia From To From To NAME Sample (mm) (m) (m) 21 24.8 CLAY Pale red and light grey clays. Same as above. ______24.8 27 CLAYEY SAND Light greyish orange clayey sand. Fine to medium, sub-rounded to sub-angular quartz sand. Grains are clear and off-white when washed. Sample is micaceous.
27 30 SAND Greyish orange overall. Sand is fine to medium, sub-angular (predominantly) to sub-rounded quartz grained. Grains are clear, pale white and yellow in colour. Sample is micaceous. CARISBROOKE 30 33 SAND Very pale orange overall. Sand is fine to medium (~0.2mm) sub-rounded to sub- SAND angular quartz grained. Grains are clear, milky, yellow and orange in colour. (Quaternary)
33 36 SAND Very pale orange and very light grey overall. Same as above.
36 39 SAND Greyish orange overall. Same as above. Higher percentage of bright orange sand.
39 40.8 SAND Dark yellowish orange. Predominantly yellow and orange sand as above. Non- calcareous. ______UPPER PORT 40.8 44.4 LIMESTONE / Dark yellowish orange overall. Sands to approximately 44m, and hard WILLUNGA SAND moderately well cemented yellow to off-white limestone (not very fossiliferous). FORMATION Sample also contains fine quartz gravel (2-6mm). Calcareous. (Tertiary) ______44.4 48 CLAY Bluish dark grey clay. Sticky and very plastic. Fossiliferous. Small amounts of yellow limestone. MUNNO PARA CLAY 48 51 CLAY Dark bluish grey and orange clay with limestone. Same as above. Limestone (Tertiary) bars 48.4 49.6m and 50.2 51m inferred from geophysical log.
SHEET 2 OF 4 PROJECT: NAP-Observation Network
GROUNDWATER PROGRAM PERMIT No. 56852 WATER WELL LOG CONTINUATION SHEET UNIT No. 6628 – 20731 (PTG 83)
Hundred: Port Gawler Adj. Sec: 99
DEPTH (m) Depth GRAPHIC ROCK/SEDIMENT CASING Core LOG GEOLOGICAL DESCRIPTION FORMATION/AGE Dia From To From To NAME Sample (mm) (m) (m) 51 52.4 CLAY / Bluish grey clay with grey fossiliferous limestone. Limestone is poorly LIMESTONE cemented. Sample also contained limey sand, which looked like the product of drilling. Bryozoal fragments present. ______
52.4 57 LIMESTONE Moderate grey overall. Light grey to bone coloured limestone when dry. Limestone is fossiliferous, well cemented and quite hard. Fossils include bryozoal as well as miscellaneous sea sponges.
57 60 LIMESTONE Light grey limestone, poorly cemented and easily broken. Sample contains numerous shells and an abundance of fine lime, which may be a product of drilling.
60 63.5 LIMESTONE / Light grey to off-white overall. Soft and hard grey limestone. Introduction of LOWER PORT SAND medium to coarse (approximately 0.7mm) sub-rounded to sub-angular grained WILLUNGA quartz sand. FORMATION (Tertiary) 63.5 67 LIMESTONE / Light olive grey overall. Well-cemented grey limestone with poorer cemented SAND olive to pale yellow limestone (relatively easy to break). Very small amount of quartz sand. Sample is fossiliferous with an abundance of bryozoal.
67 70 LIMESTONE / Medium dark grey overall. Moderate to well cemented grey and olive grey SAND limestone. Soft and quite hard (angular from being cut) pieces. Very fossiliferous sample containing bryozoal, fan shaped shells and small dome like shells. Small amount of fine to medium, sub-rounded to sub-angular quartz sand.
70 72.5 LIMESTONE / Medium grey fossiliferous limestone. Limestone is hard and well cemented. SAND Small amount of fine to medium, sub-rounded to sub-angular quartz sand.
SHEET 3 OF 4 PROJECT: NAP-Observation Network
GROUNDWATER PROGRAM PERMIT No. 56852 WATER WELL LOG CONTINUATION SHEET UNIT No. 6628 – 20731 (PTG 83)
Hundred: Port Gawler Adj. Sec: 99
DEPTH (m) Depth GRAPHIC ROCK/SEDIMENT CASING Core LOG GEOLOGICAL DESCRIPTION FORMATION/AGE Dia From To From To NAME Sample (mm) (m) (m) 72.5 75 LIMESTONE / Medium grey / olive overall. Moderate grey and pale yellowish grey limestone. SAND Limestone is fossiliferous and moderate to well cemented. Sample also contained loose bryozoal and a small amount of fine to medium, sub-rounded to sub-angular quartz sand.
75 76 LIMESTONE / Olive grey overall. Moderate grey well cemented limestone and olive to light SILT grey marly silt. Sample also contained a small amount of fine to medium, sub- rounded to sub-angular quartz sand.
SHEET 4 OF 4 PROJECT: NAP-Observation Network
GROUNDWATER PROGRAM PERMIT No. 56847 WATER WELL LOG UNIT No. 6628 – 20732 (PTG 84)
Coordinates: E 279333.5 N 6168566.3 El. Surface(m): 17.292 El. Ref. Point(m): 17.489 Datum: GDA 94 Hundred: Port Gawler Adj. Sec: 174 INTERVAL DEPTH TO DEPTH TO SUPPLY TOTAL DISSOLVED SOLIDS WATER CUT STANDING WATER (m) AQUIFER (m) (m) From To L/sec Test length Method mg/L Analysis No. N/A 13.32 50 70 § 4 - 5 1 hour 25 mins Airlifting 1010 495498 SUMMARY
DEPTH (m) Depth GRAPHIC ROCK/SEDIMENT CASING Core LOG GEOLOGICAL DESCRIPTION FORMATION/AGE Dia From To From To NAME Sample (mm) (m) (m) 0 3 TOPSOIL Moderate brown gritty clayey topsoil. Sample is micaceous and calcretey. Recent 208 0 3 ––––––––––––––––– 3 6 SAND / CLAY / Clayey gravelly sand to gravelly clayey sand. Moderate reddish orange and light 142 -0.2 50 GRAVEL grey overall. Sand is fine to medium grained (0.06 to 0.6mm) quartz, sub- rounded to sub-angular. Gravel is medium grained (8-15mm) sub-angular to angular quartz. Sample is soft and rollable (yet not sticky) and micaceous.
6 9 CLAY / SAND Pale red and light grey overall. Pale red clay interbedded with light grey fine to medium quartz sand. Grains are sub-rounded predominantly to sub-angular. HINDMARSH Grains are also generally clear. Sample isn’t rollable and definitely not sticky. CLAY Sample is micaceous. (Quaternary)
9 13 CLAYEY SAND Moderate reddish orange, bright orange and light grey clayey sand. Sample is the same as above with higher percentage of light grey sand. Sample is also micaceous.
13 15 SAND Bright orange and bone white overall. Sand is fine to medium grained, sub- rounded to sub-angular quartz. Grains are clear, milky and pale orange predominantly.
REMARKS: CASING: 0 to 3 m (PVC, 208 mm ID - gravity cemented) DRILL TYPE: Auger, COMPLETED: 70 -0.2 to 50 m (PVC class 12, 142 mm ID - pressure cemented 0 – 50m) Rotary OPEN HOLE: 50 to 70 m (Drilled with 140mm roller bit) DRILL FLUID: Mud LOGGED BY: M STADTER
REMARKS: DRILLING: 0 - 3 m drilled with 225mm bit. 0 – 51 m drilled with 200 mm bit. Total loss of circulation by 51 m. DATE: 6/2/02 SHEET 1 OF 4 Decided to case to 50m, and drill on production interval. 50 – 70 was drilled with 140mm roller bit (through cement plug). PROJECT: NAP-Observation Network
GROUNDWATER PROGRAM PERMIT No. 56847 WATER WELL LOG CONTINUATION SHEET UNIT No. 6628 – 20732 (PTG 84)
Hundred: Port Gawler Adj. Sec: 174
DEPTH (m) Depth GRAPHIC ROCK/SEDIMENT CASING Core LOG GEOLOGICAL DESCRIPTION FORMATION/AGE Dia From To From To NAME Sample (mm) (m) (m) 15 21 SAND Dark yellowish orange overall. Fine (0.06-0.2mm) predominantly to medium quartz sand. Grains are sub-rounded to sub-angular and clear, milky, pale orange and orange in colour. Sample also contains a very small percentage of clay and is micaceous. Sample is not rollable.
21 24 SAND / CLAY / Clayey gravelly sand. Greyish orange overall. Sand as above with light grey GRAVEL clay and gravel. Sample is micaceous and only just rollable. Gravel is fine to medium (5-8mm) grained, sub-angular quartz. Gravel is generally clear and milky in colour. Presumably interbedded.
24 28 CLAYEY SAND Pale yellowish orange overall. Fine (0.06-0.2mm) predominantly to medium grained sub-rounded to sub-angular quartz sand. Grains are clear, milky, pale yellow and orange in colour. Small percentage of light grey clay. Sample is micaceous and is only just rollable. ______28 33.6 SAND Pale yellowish orange overall. Bright yellow and light grey sands. Sand is fine to medium grained sub-rounded to sub-angular quartz. Grains are clear, milky CARISBROOKE and pale yellow in colour. Hard bar from 33.2 33.6m inferred from SAND geophysical log. Non calcareous. (Quaternary) ______33.6 35 CLAY Clay is quite hard, darkish grey clay and dried into clumps. It is believed to be MUNNO PARA the thinning of the formation, near the Munno Para Clay limit. Calcareous. CLAY (Tertiary) ______35 36 LIME / SILT / Pale olive and pale yellow overall. Sample is a mixture of intervals including SHELLS / CLAY clay, silt, lime and a small amount of sand from above. Lime is off-white to bone LOWER PORT in colour and is very friable or crumbly. Sample also contains corals (sponges) WILLUNGA and bryozoal (up to 4mm). FORMATION (Tertiary)
SHEET 2 OF 4 PROJECT: NAP-Observation Network
GROUNDWATER PROGRAM PERMIT No. 56847 WATER WELL LOG CONTINUATION SHEET UNIT No. 6628 – 20732 (PTG 84)
Hundred: Port Gawler Adj. Sec: 174
DEPTH (m) Depth GRAPHIC ROCK/SEDIMENT CASING Core LOG GEOLOGICAL DESCRIPTION FORMATION/AGE Dia From To From To NAME Sample (mm) (m) (m) 36 39 SANDY Pale yellow sandy limestone. Very weak. Crushable with fingers under hardly LIMESTONE any pressure. Sand is fine (generally less than 0.2mm).
39 42 LIMESTONE Dark yellowish orange overall. Very weak sandy limestone. Quartz grains are fine to medium in size (less than 0.5mm) Quite breakable. Bryozoal up to 3mm present.
42 45 LIMESTONE Moderate yellow overall. Dark yellowish orange sandy limestone, easily breakable as above. Also pale yellow to off white glauconitic limestone. Moderately cemented. Breakable (reasonably). Bryozoal up to 5mm present.
45 51 N/A NO RETURN – TOTAL LOSS OF CIRCULATION.
51 54 LIMESTONE Yellowish grey overall. Poorly cemented olive and yellow fossiliferous limestone as well as moderately cemented grey fossiliferous limestone. Both are generally breakable.
54 57 LIMESTONE Medium light grey overall. Mixture of poorly cemented yellowish grey limestone as above and harder, well-cemented bluish grey fossiliferous limestone.
57 60 LIMESTONE Medium grey overall. Moderate to well cemented limestone. Generally breakable.
60 63 LIMESTONE Light olive grey overall. Moderate to well cemented grey limestone. Soft to hard pieces present in sample. Very small percentage of shell fragments (bryozoal) in sample.
63 66 LIMESTONE Greenish grey overall. Grey and some bluey grey, moderately well cemented limestone. Quite breakable, not very fossiliferous.
SHEET 3 OF 4 PROJECT: NAP-Observation Network
GROUNDWATER PROGRAM PERMIT No. 56847 WATER WELL LOG CONTINUATION SHEET UNIT No. 6628 – 20732 (PTG 84)
Hundred: Port Gawler Adj. Sec: 174
DEPTH (m) Depth GRAPHIC ROCK/SEDIMENT CASING Core LOG GEOLOGICAL DESCRIPTION FORMATION/AGE Dia From To From To NAME Sample (mm) (m) (m) 66 69 LIMESTONE Dark greenish grey overall. Olive green and pale olive yellow poorly cemented fossiliferous limestone. Limestone is quite weak and easily broken.
69 70 SANDY Light olive grey overall. Light olive / pale grey and dark marly olive LIMESTONE fossiliferous limestone. Limestone is poorly cemented, quite soft and easily broken. Sample also contained olive marly sand, may be product of drilling.
SHEET 4 OF 4 PROJECT: NAP-Observation Network
GROUNDWATER PROGRAM PERMIT No. 56848 WATER WELL LOG UNIT No. 6628 – 20733 (MPA 156)
Coordinates: E 287947.9 N 6164416.8 El. Surface(m): 37.545 El. Ref. Point(m): 37.682 Datum: GDA 94 Hundred: Munno Para Adj. Sec: 3296 INTERVAL DEPTH TO DEPTH TO SUPPLY TOTAL DISSOLVED SOLIDS WATER CUT STANDING WATER (m) AQUIFER (m) (m) From To L/sec Test length Method mg/L Analysis No. N/A 30.45 84 100 § 5 2 hours Airlifting 556 496263 SUMMARY
DEPTH (m) Depth GRAPHIC ROCK/SEDIMENT CASING Core LOG GEOLOGICAL DESCRIPTION FORMATION/AGE Dia From To From To NAME Sample (mm) (m) (m) 0 3 TOPSOIL Dark reddish brown sandy clayey topsoil. Recent 208 0 1.8 ––––––––––––––––– 3 6 CLAY Moderate brown sandy clay. Rollable and sticky when wet. Sample is 142 -0.1 84 micaceous.
6 9 CLAY Moderate reddish brown overall. Very sticky and only slightly gritty clay. Sample is rollable and micaceous.
9 12 CLAY Moderate reddish orange sticky clay. Sample is very rollable. HINDMARSH CLAY 12 15 SANDY CLAY Moderate reddish orange overall. Silty gritty clay with small amount of coarse (Quaternary) sand (0.6 – 2mm in diameter). Sample is micaceous but not overly rollable.
15 18 CLAY Moderate reddish orange gritty sandy clay. Sample is rollable and micaceous. Sand is medium to coarse (0.2 to 2mm), sub-rounded to sub-angular quartz grained.
REMARKS: CASING: 0 to 1.8 m (PVC, 208 mm ID – gravity cemented) DRILL TYPE: Auger, COMPLETED: 100 - 0.1 to 84 m (PVC class 12, 142 mm ID - pressure cemented 0 – 84m) Rotary OPEN HOLE: 84 to 100 m (Drilled with 200mm bit) DRILL FLUID: Mud LOGGED BY: M STADTER REMARKS: AIRLIFTING : Airlifting produced approximately 50mm of sand in 20L container, further development required. DATE: 8/2/02 SHEET 1 OF 5 GEOPHYSICS : Gamma / Neutron log was adjusted by Don Freebairn as these were non coherent with Induction log. PROJECT: NAP-Observation Network
GROUNDWATER PROGRAM PERMIT No. 56848 WATER WELL LOG CONTINUATION SHEET UNIT No. 6628 – 20733 (MPA 156)
Hundred: Munno Para Adj. Sec: 3296
DEPTH (m) Depth GRAPHIC ROCK/SEDIMENT CASING Core LOG GEOLOGICAL DESCRIPTION FORMATION/AGE Dia From To From To NAME Sample (mm) (m) (m) 18 21 SAND / GRAVEL / Moderate reddish orange overall. Grey clay interbedded with coarse sand to fine CLAY gravel (0.6-2mm). Grains are sub-rounded to sub-angular and clear to pale yellow (with minor mafic) in colour. Sample is micaceous.
21 24 CLAY Pale yellowish brown overall. Silty gritty brown and grey clay. Sample is somewhat sticky but not rollable. Sample contains coarse sand as above.
24 27 CLAY Moderate yellowish brown overall. Same as above without grit or sand. Sample is only just rollable.
27 28.8 GRAVEL / SAND Light brown overall. Coarse sand to predominantly gravel. Gravel is fine to medium (2mm up to 10mm in diameter) in size and sub-rounded to angular in shape. Grains are clear, white, pale yellow, orange and mafic in colour. Sample is micaceous.
28.8 34.4 GRAVEL Moderate yellowish brown sandy gravel. Coarse sand and fine to medium gravel as above. Gravel consists of quartz and sandstone.
34.4 38 GRAVELLY Dark yellowish orange overall. Gravelly sandy clay. Gravel is medium to coarse CLAY (6-20mm) in size and consists of angular pieces of quartz. Sand is fine to medium in size. Sample is rollable and micaceous. Clay layer 34.4 36.0 m inferred from geophysical log.
38 40.8 SANDY CLAY Dark yellowish orange sandy clay. Sample consists of yellowish orange and grey mottled clays. Clays are micaceous and very rollable. Sand is fine to medium grained.
40.8 45 CLAYEY SAND Pale yellowish orange clayey sand. White, off-white and yellow quartz sands. Grains are fine to medium in size and sub-rounded to sub-angular in shape.
SHEET 2 OF 5 PROJECT: NAP-Observation Network
GROUNDWATER PROGRAM PERMIT No. 56848 WATER WELL LOG CONTINUATION SHEET UNIT No. 6628 – 20733 (MPA 156)
Hundred: Munno Para Adj. Sec: 3296
DEPTH (m) Depth GRAPHIC ROCK/SEDIMENT CASING Core LOG GEOLOGICAL DESCRIPTION FORMATION/AGE Dia From To From To NAME Sample (mm) (m) (m) 45 48 SAND / GRAVEL Dark yellowish orange overall. White, off-white and yellow quartz sands. Grains are fine to coarse in size and sub-rounded to sub-angular in shape. Sample also contains fine quartz gravel (2-6mm), which is also sub-rounded to sub-angular.
48 50 SAND Bright yellow, orange and white quartz sands. Sand is fine to medium in size (approximately 0.2mm predominantly) and sub-rounded to sub-angular in shape. Grains are clear, milky and pale yellow in colour. Sample is micaceous.
50 52 SANDY CLAY Bright yellow and orange sands as above, interbedded with light olive and medium grey clays. Sample is rollable but not overly sticky.
52 54 SAND / CLAY Bright yellow, orange and white sands as above (fine to medium and sub-rounded to sub-angular) and medium grey clay. Clay is rollable and very plastic. Presumably interbedded.
54 57 CLAY / SAND Yellowish grey overall. Same as above, with higher percentage of grey plastic clay. Sands are fine to medium and sub-rounded to sub-angular. Sample is very rollable. Presumably interbedded.
57 59.2 CLAY / SAND Yellowish grey overall. Hard plastic and rollable grey clay and fine to medium yellow and white quartz sands. Sample is micaceous. Presumably interbedded. ______59.2 64 SANDY GRAVEL Yellowish grey overall. Fine to medium yellow and white sands and fine to medium quartz and sandstone gravel. Small percentage of coarse gravel up to 30mm. CARISBROOKE 64 67.4 SAND Yellowish grey clayey sand. Bone white and pale yellow fine to medium quartz SAND sands. Grains are sub-rounded to sub-angular. Sample is micaceous and non (Quaternary calcareous.
SHEET 3 OF 5 PROJECT: NAP-Observation Network
GROUNDWATER PROGRAM PERMIT No. 56848 WATER WELL LOG CONTINUATION SHEET UNIT No. 6628 – 20733 (MPA 156)
Hundred: Munno Para Adj. Sec: 3296
DEPTH (m) Depth GRAPHIC ROCK/SEDIMENT CASING Core LOG GEOLOGICAL DESCRIPTION FORMATION/AGE Dia From To From To NAME Sample (mm) (m) (m) 67.4 69.2 CLAY Stiff grey clay, non-sticky, almost brittle when dry. Non calcareous. ______69.2 72 SAND / SHELLS / Moderate yellowish brown overall. Fine quartz sand less than 0.2mm in LIMESTONE diameter. Miscellaneous shell fragments (bryozoal) and moderately cemented greyish orange limestone. Sample is calcareous. UPPER PORT 72 74 LIMESTONE / Light grey and greyish orange overall. Moderately cemented greyish orange WILLUNGA SHELLS fossiliferous limestone. Limestone is breakable. Sample contains miscellaneous FORMATION shells (bryozoal). (Tertiary)
74 76 LIMESTONE Light grey and orange overall. Silty limestone. Pale yellowish orange sandy fossiliferous limestone. Limestone is moderately to mostly well cemented, containing minor mafic grains. Pieces up to 15mm present. Sample also contains light grey moderate to well cemented limestone with minor glauconite. ______MUNNO PARA 76 78.4 CLAY Medium grey overall. Dark bluish grey sticky plastic clay. Small amounts of CLAY grey limestone with minor glauconite. (Tertiary) ______78.4 85 LIMESTONE Light olive grey silty marly limestone. Pale yellow and grey moderately well cemented limestone. Sample contains miscellaneous shells and is a little sticky when wet.
85 88 LIMESTONE Medium light grey overall. Silty marly limestone. Pale olive and light grey LOWER PORT moderate to well cemented glauconitic limestone. Sample a little sticky. WILLUNGA FORMATION 88 91 LIMESTONE / Medium light grey overall. Silty sandy limestone. Pale olive yellow sandy (Tertiary) SHELLS limestone. Limestone is moderate to well cemented (only just breakable under fingers). Sample contains loose shells (predominantly sponges) up to 5mm and loose quartz grains up to 1mm.
SHEET 4 OF 5 PROJECT: NAP-Observation Network
GROUNDWATER PROGRAM PERMIT No. 56848 WATER WELL LOG CONTINUATION SHEET UNIT No. 6628 – 20733 (MPA 156)
Hundred: Munno Para Adj. Sec: 3296
DEPTH (m) Depth GRAPHIC ROCK/SEDIMENT CASING Core LOG GEOLOGICAL DESCRIPTION FORMATION/AGE Dia From To From To NAME Sample (mm) (m) (m) 91 94 LIMESTONE / Dark grey overall. Same as above with introduction of greenish black well SHELLS cemented glauconitic limestone.
94 97 LIMESTONE / Medium dark grey overall. Light greyish olive moderate to well cemented SHELLS / SAND limestone. Limestone is quite hard. Sample contains an abundance of broken shell fragments (bryozoal up to 8mm) and small percentage of clear quartz grains up to 2mm.
97 100 LIMESTONE / Medium grey overall. Marly limestone. Light greyish olive moderate to well SHELLS cemented limestone. Limestone is quite hard. Sample contains an abundance of broken shell fragments (bryozoal up to 8mm).
SHEET 5 OF 5 PROJECT: NAP-Observation Network
GROUNDWATER PROGRAM PERMIT No. 57452 WATER WELL LOG UNIT No. 6628 – 20734 (MPA 157)
Coordinates: E 280471.9 N 6158815.8 El. Surface(m): 16.248 El. Ref. Point(m): 16.505 Datum: GDA 94 Hundred: Munno Para Adj. Sec: 3055 INTERVAL DEPTH TO DEPTH TO SUPPLY TOTAL DISSOLVED SOLIDS WATER CUT STANDING WATER (m) AQUIFER (m) (m) From To L/sec Test length Method mg/L Analysis No. N/A 29.39 96 120 5 1hour 10mins Airlifting 1726 496264 SUMMARY
DEPTH (m) Depth GRAPHIC ROCK/SEDIMENT CASING Core LOG GEOLOGICAL DESCRIPTION FORMATION/AGE Dia From To From To NAME Sample (mm) (m) (m) 0 4 TOPSOIL Moderate brown clayey, sandy topsoil. Micaceous. A little sticky when wet and Recent 208 0 2 also contains calcrete. ––––––––––––––––– 142 -0.3 96 4 6 SANDY CLAY Reddish brown sandy clay. Reasonably rollable and micaceous. Sample is sticky when wet and also contains calcrete.
6 9 CLAY Mottled greyish red silty gritty clay. Sample is only just rollable and sticky when wet. Contains calcrete as above. HINDMARSH 9 15 CLAYEY SAND Moderate yellowish brown clayey sand. Fine to medium sand, predominantly CLAY sub-rounded to sub-angular. Micaceous. Greyish clay only just rollable. Sample (Quaternary) is non calcareous.
15 18 SAND Moderate yellowish brown overall. Fine to medium sand, predominantly sub- rounded to sub-angular. Very micaceous. Grains consist of clear to pale yellow quartz. Sample isn’t rollable.
REMARKS: CASING: 0 to 2.0 m (PVC, 208 mm ID - gravity cemented) DRILL TYPE: Auger, COMPLETED: 120 -0.3 to 96 m (PVC class 12, 142 mm ID - pressure cemented 0 – 96m) Rotary OPEN HOLE: 96 to 120 m (Drilled with 200mm bit) DRILL FLUID: Mud LOGGED BY: M STADTER REMARKS: DRILLING : Well was apparently drilled to 118m, geophysical log shows 120m as total depth. This could be due DATE: 12/02/2002 SHEET 1 OF 5 to a miscalculation with drilling (eg Kelly bit). Subsequent geophysical log (21/4/02 TD 115.15m) matches original log (see file). PROJECT: NAP-Observation Network
GROUNDWATER PROGRAM PERMIT No. 57452 WATER WELL LOG CONTINUATION SHEET UNIT No. 6628 – 20734 (MPA 157)
Hundred: Munno Para Adj. Sec: 3055
DEPTH (m) Depth GRAPHIC ROCK/SEDIMENT CASING Core LOG GEOLOGICAL DESCRIPTION FORMATION/AGE Dia From To From To NAME Sample (mm) (m) (m) 18 20.4 SAND / GRAVEL Moderate yellowish brown overall. Fine to medium quartz sand, predominantly sub-rounded to sub-angular. Small percentage of coarse sand to fine gravel and even smaller percentage of medium gravel (up to 10mm). Quartz and sandstone gravel.
20.4 24 CLAYEY SAND Moderate yellowish brown clayey sand. Fine to medium quartz sand, predominantly sub-rounded to sub-angular as above. Micaceous. Rollable.
24 27 CLAY Pale reddish brown overall. Pale red and light grey mottled clays. Very sticky when wet and rollable. Sample not very gritty and dried into thin sheets.
27 29.2 CLAY Moderate reddish brown overall. Same as above, with higher concentration of red clay.
29.2 33 CLAYEY SAND Moderate yellowish brown clayey sand. Pale red clay from above interbedded with grey fine to medium quartz grained sand. Predominantly sub-rounded to sub-angular. Micaceous.
33 35.2 SAND / GRAVEL / Greyish orange overall. Interbedded clayey gravelly sand and sandy gravelly CLAY clay. Mottled pale red and grey clays. Sand is fine to medium grey and orange sands. Small percentage of fine (predominantly) to medium quartz gravel (up to 15mm).
35.2 39.6 CLAY Moderate yellowish brown silty sandy clays. Rollable and sticky when wet. Micaceous.
39.6 41.2 CLAYEY SAND Dark yellowish orange clayey sand. Fine to medium, sub-rounded to sub-angular quartz grained sand and orange and grey mottled clays (micaceous).
41.2 46 CLAY Very pale orange gritty clay. Very rollable (almost plastic). Micaceous.
SHEET 2 OF 5 PROJECT: NAP-Observation Network
GROUNDWATER PROGRAM PERMIT No. 57452 WATER WELL LOG CONTINUATION SHEET UNIT No. 6628 – 20734 (MPA 157)
Hundred: Munno Para Adj. Sec: 3055
DEPTH (m) Depth GRAPHIC ROCK/SEDIMENT CASING Core LOG GEOLOGICAL DESCRIPTION FORMATION/AGE Dia From To From To NAME Sample (mm) (m) (m) 46 48 CLAYEY SAND Pale yellowish orange clayey sand. Off white to grey, fine to medium grained sand. Grains are predominantly sub-rounded to sub-angular quartz grains. Small amount of grey clay as above.
48 52 SAND / GRAVEL Dark yellowish orange overall. Light grey and bright yellow quartz sands. Fine to medium, sub-rounded to sub-angular. Clear, milky and pale yellow coloured quartz grains. Sample also containing fine to medium, sub-rounded to sub- angular quartz gravel (up to 10mm). Gravel is clear, milky, pale yellow and pale orange in colour.
52 53.2 CLAY Reasonably hard grey clay. Depth inferred from geophysical log. ______53.2 60 SAND Dark yellowish orange overall. Fine to medium quartz sand predominantly sub- rounded to sub-angular. Grains are clear and pale yellow in colour. Micaceous. CARISBROOKE 60 64 SAND / GRAVEL Dark yellowish orange overall. Fine to medium quartz sand predominantly sub- SAND rounded to sub-angular. Grains are clear and pale yellow in colour. Small (Quaternary) percentage of coarse sand to fine gravel. Gravel is also sub-rounded to sub- angular quartz, containing mafic coloured grains in addition to clear and pale yellow grains. Micaceous. Non calcareous. ______
64 67 SHELLS / Medium grey overall. Moderately cemented grey to off white fossiliferous LIMESTONE limestone. Sample containing an abundance of shells. Obviously calcareous. HALLETT COVE SANDSTONE / 67 73 SHELLS / Medium grey overall. As above, with a higher percentage of shells. DRY CREEK SAND LIMESTONE (Tertiary)
73 75 LIMESTONE / Light olive grey overall. Moderate to well cemented light grey fossiliferous SHELLS limestone and loose shells. Sample also contains orange to brown clay. ______
SHEET 3 OF 5 PROJECT: NAP-Observation Network
GROUNDWATER PROGRAM PERMIT No. 57452 WATER WELL LOG CONTINUATION SHEET UNIT No. 6628 – 20734 (MPA 157)
Hundred: Munno Para Adj. Sec: 3055
DEPTH (m) Depth GRAPHIC ROCK/SEDIMENT CASING Core LOG GEOLOGICAL DESCRIPTION FORMATION/AGE Dia From To From To NAME Sample (mm) (m) (m) 75 79 LIMESTONE Medium grey overall. Poor to moderately cemented fossiliferous limestone and loose shells (bryozoal up to 5mm). Sample also containing clay as above unit. UPPER PORT WILLUNGA 79 83.2 LIMESTONE Medium grey to light olive overall. Moderately cemented grey fossiliferous FORMATION limestone. Soft and harder pieces present. Fewer shells than above. (Tertiary) ______83.2 91.2 CLAY Medium grey overall. Bluish grey sticky plastic clay and moderate to well MUNNO PARA cemented light grey to light olive fossiliferous limestone with loose shells. CLAY Limestone bar 88.4 89.2m inferred from geophysical log. (Tertiary) ______91.2 97 LIMESTONE Medium light grey overall. Moderately cemented grey and off white glauconitic limestone. Sample also containing bryozoal and miscellaneous corals.
97 103 LIMESTONE Light grey overall. Moderately cemented grey limestone and moderate to well cemented off white limestone. Quite hard and glauconitic. Sea sponges, shells (bryozoal) and miscellaneous corals. LOWER PORT 103 106 LIMESTONE Light olive grey overall. Grey and light grey fossiliferous limestone. Moderate WILLUNGA to well cemented medium to hard limestone. Sample containing spiral shaped FORMATION shells (and clays from above intervals). (Tertiary)
106 109 LIMESTONE Medium grey overall. Light grey limestone when dry. Well cemented and quite hard limestone with a decrease in fossil abundance. Only a small percentage of sea sponges evident. Sample is also clayey, as above, possibly due to contamination from other intervals.
109 112 LIMESTONE Medium grey / olive grey overall. Light grey to off white (bone) fossiliferous limestone, moderate to well cemented. Small percentage of quartz sand in sample.
SHEET 4 OF 5 PROJECT: NAP-Observation Network
GROUNDWATER PROGRAM PERMIT No. 57452 WATER WELL LOG CONTINUATION SHEET UNIT No. 6628 – 20734 (MPA 157)
Hundred: Munno Para Adj. Sec: 3055
DEPTH (m) Depth GRAPHIC ROCK/SEDIMENT CASING Core LOG GEOLOGICAL DESCRIPTION FORMATION/AGE Dia From To From To NAME Sample (mm) (m) (m) 112 115 LIMESTONE Medium olive grey overall. Light grey moderate to well cemented fossiliferous limestone. Small percentage of quartz sand and shells up to 12mm.
115 120 LIMESTONE Medium olive grey overall. Moderate to well cemented soft and hard fossiliferous limestone and softer sandy light grey limestone (micaceous).
SHEET 5 OF 5 PROJECT: NAP-Observation Network
GROUNDWATER PROGRAM PERMIT No. 57535 WATER WELL LOG UNIT No. 6628 – 20735 (MPA 158)
Coordinates: E 279850.4 N 6163286.8 El. Surface(m): 21.067 El. Ref. Point(m): 21.345 Datum: GDA 94 Hundred: Munno Para Adj. Sec: 3027 INTERVAL DEPTH TO DEPTH TO SUPPLY TOTAL DISSOLVED SOLIDS WATER CUT STANDING WATER (m) AQUIFER (m) (m) From To L/sec Test length Method mg/L Analysis No. N/A 48.88 68 86 § 2 – 3 2 hours Airlifting 567 496265 SUMMARY
DEPTH (m) Depth GRAPHIC ROCK/SEDIMENT CASING Core LOG GEOLOGICAL DESCRIPTION FORMATION/AGE Dia From To From To NAME Sample (mm) (m) (m) 0 3 TOP SOIL Dark reddish brown sandy clayey topsoil. Sample contains calcrete and is Recent 208 0 2 micaceous. ––––––––––––––––– 142 -0.3 68 3 6 CLAY Moderate reddish brown sandy clay and topsoil. Sample contains calcrete and is also micaceous. Sample is rollable and a little sticky when wet.
6 9 CLAY Moderate yellowish brown gritty calcretey clay. Sample is micaceous and sticky when wet. It is also nice and rollable and dried into sheets. HINDMARSH 9 12 CLAY Moderate yellowish brown silty clay. Smooth and a little sticky when wet. CLAY Rollable but with low plasticity. Small percentage of calcrete present. (Quaternary)
12 15 CLAY Pale reddish brown overall. Red and grey layered clays. Very sticky when wet, although not very rollable or plastic.
15 18 CLAY Moderate reddish brown overall. Same as above.
REMARKS: CASING: 0 to 2 m (PVC, 208 mm ID - gravity cemented) DRILL TYPE: Auger, COMPLETED: 86 -0.3 to 68 m (PVC class 12, 142 mm ID – pressure cemented 0 – 68m) Rotary OPEN HOLE: 68 to 86 m (Assumed to be drilled with 200mm bit) DRILL FLUID: Mud LOGGED BY: M STADTER REMARKS: DRILLING: I suspect the hole was only cleaned to casing depth prior to geophysical logging. This prevented DATE: 14/2/02 SHEET 1 OF 5 geophysical logging to total depth. Drilling bit sizes (absent from schedule 8) should replicate MPA 157. PROJECT: NAP-Observation Network
GROUNDWATER PROGRAM PERMIT No. 57535 WATER WELL LOG CONTINUATION SHEET UNIT No. 6628 – 20735 (MPA 158)
Hundred: Munno Para Adj. Sec: 3027
DEPTH (m) Depth GRAPHIC ROCK/SEDIMENT CASING Core LOG GEOLOGICAL DESCRIPTION FORMATION/AGE Dia From To From To NAME Sample (mm) (m) (m) 18 21 CLAYEY SAND Pale red and light grey overall. Light grey fine to coarse grained (0.15 to 0.2mm) quartz sand. Grains are sub-rounded to sub-angular. Sample is interbedded with pale red clays and is micaceous.
21 24 SAND / CLAY / Greyish orange pink sandy gravelly clay to clayey gravelly sand. Sand from GRAVEL above interval interbedded with orange, brown and grey clays. Gravel is fine (up to 5mm) and consists of clear, milky, pale yellow and pale orange quartz. Sample is micaceous.
24 27 CLAYEY SAND / Greyish orange and pink clayey sand. Predominantly fine (0.1mm) to medium GRAVEL (0.6mm) sand interbedded with small amount of fine gravel, up to 6mm. Sand is predominantly sub-rounded. Gravel is sub-rounded to sub-angular. Quartz grains are clear, milky white, pale yellow and pale orange in colour. Sample is sticky and rollable.
27 30 CLAYEY SAND / Very pale orange and light grey clayey sand. Fine (0.1mm) to predominantly GRAVEL medium (0.6mm) sand interbedded with small amount of fine gravel, up to 6mm. Sand is predominantly sub-rounded. Gravel is sub-rounded to sub-angular. Quartz grains are clear, milky white, pale yellow and pale orange in colour. Sample is micaceous, only just rollable and not sticky.
30 34 CLAY / SAND / Light grey and greyish orange overall. Clayey sand to sandy clay. Fine (0.1mm) GRAVEL to predominantly medium (0.6mm) sand interbedded with small amount of fine gravel, up to 6mm. Sand is predominantly sub-rounded. Gravel is sub-rounded to sub-angular. Quartz grains are clear, milky white, pale yellow and pale orange in colour. Sample is rollable and micaceous but not overly sticky.
SHEET 2 OF 5 PROJECT: NAP-Observation Network
GROUNDWATER PROGRAM PERMIT No. 57535 WATER WELL LOG CONTINUATION SHEET UNIT No. 6628 – 20735 (MPA 158)
Hundred: Munno Para Adj. Sec: 3027
DEPTH (m) Depth GRAPHIC ROCK/SEDIMENT CASING Core LOG GEOLOGICAL DESCRIPTION FORMATION/AGE Dia From To From To NAME Sample (mm) (m) (m) 34 38.5 CLAYEY SAND / Greyish orange overall. Clayey sand. Grey plastic clay interbedded with fine to GRAVEL coarse sand and fine to medium gravel. Sand is sub-rounded to sub-angular and consists of clear, milky white, pale yellow and pale orange quartz grains. Gravel is sub-rounded to angular and consists of quartz and sandstone pieces up to 15mm. Sample is micaceous. ______
38.5 43 CLAYEY SAND / Dark yellowish orange. As above. Higher percentage of sand than gravel. Clay GRAVEL assumed to be from 30-34m.
43 46 SAND / GRAVEL Dark yellowish orange overall. Fine to medium sub-rounded to sub-angular quartz sand. Clear, milky white, pale yellow and pale orange coloured grains. Small percentage of coarse sand to fine gravel (up to 4mm). Gravel consists of sub-rounded to angular quartz and sandstone. Very small percentage of clay (contamination from above). Sample is micaceous. CARISBROOKE SAND 46 49 SAND / GRAVEL Dark yellowish orange. Predominantly fine to medium sand, sub-rounded to sub- (Quaternary) angular. Minor percentage of coarse sand up to 1mm. Very small percent of fine to medium gravel. Gravel consists of sub-rounded to angular quartz and greyish brown sandstone.
49 55.4 SAND / GRAVEL Pale yellowish orange overall. As above. Poor returns.
55.4 56 CLAY Light grey sandy clay and moderate red thick plastic clay (came up in large clumps). Non calcareous. ______56 57 SANDSTONE / Moderate brown reasonably consolidated non-calcareous sandstone. Sandstone is HALLETT COVE SHELLS / SAND quite hard, but breakable. Sandstone consists of fine quartz grains (<0.2mm). SANDSTONE / Miscellaneous shell fragments, up to 3mm. Fine to medium sand as above. DRY CREEK SAND (Tertiary) ______
SHEET 3 OF 5 PROJECT: NAP-Observation Network
GROUNDWATER PROGRAM PERMIT No. 57535 WATER WELL LOG CONTINUATION SHEET UNIT No. 6628 – 20735 (MPA 158)
Hundred: Munno Para Adj. Sec: 3027
DEPTH (m) Depth GRAPHIC ROCK/SEDIMENT CASING Core LOG GEOLOGICAL DESCRIPTION FORMATION/AGE Dia From To From To NAME Sample (mm) (m) (m) 57 59 LIMESTONE / Pale yellowish orange overall. Greyish orange weak poorly cemented sandy SHELLS limestone. Miscellaneous shell fragments, up to 3mm. UPPER PORT WILLUNGA 59 60 LIMESTONE / Dark yellowish orange overall. Greyish orange moderately cemented sandy FORMATION SHELLS limestone. Limestone is breakable (only just breakable under fingers). Very (Tertiary) small percentage of shell fragments. Limey sand medium, product of drilling. ______60 62 CLAY / Pale yellowish orange overall. Light grey plastic clay and greyish orange LIMESTONE moderately cemented sandy limestone as above. MUNNO PARA 62 64.4 CLAY / Medium bluish grey sticky clay. Olive grey moderate to well cemented CLAY LIMESTONE glauconitic limestone. Miscellaneous shell fragments (bryozoal) up to 4mm. (Tertiary) Limestone bar 62.2 63.2m inferred from geophysical log. ______64.4 67 LIMESTONE / Medium grey overall. Olive grey moderate to well cemented glauconitic SHELLS limestone. Miscellaneous shell fragments (bryozoal) up to 4mm.
67 70 LIMESTONE / Light olive well cemented fossiliferous and glauconitic limestone (quite hard to SHELLS break). Light olive moderately cemented sandy limestone (reasonably breakable). Broken shell fragments up to 4mm. LOWER PORT 70 73 LIMESTONE / Medium grey overall. Light olive grey well cemented fossiliferous glauconitic WILLUNGA SHELLS limestone (quite hard, not very breakable). Olive grey moderately cemented FORMATION sandy limestone (quite breakable). Small percentage of shell fragments (Tertiary) (bryozoal) up to 2mm.
73 76 LIMESTONE / Medium light grey overall. Light olive grey moderately cemented glauconitic SHELLS fossiliferous limestone (reasonably hard). Dark yellowish orange sandy moderate to well cemented limestone (quite hard to break). Miscellaneous shell fragments (sponges and bryozoal) up to 5mm.
SHEET 4 OF 5 PROJECT: NAP-Observation Network
GROUNDWATER PROGRAM PERMIT No. 57535 WATER WELL LOG CONTINUATION SHEET UNIT No. 6628 – 20735 (MPA 158)
Hundred: Munno Para Adj. Sec: 3027
DEPTH (m) Depth GRAPHIC ROCK/SEDIMENT CASING Core LOG GEOLOGICAL DESCRIPTION FORMATION/AGE Dia From To From To NAME Sample (mm) (m) (m) 76 79 LIMESTONE / Medium light grey overall. . Light olive grey moderately cemented glauconitic SHELLS fossiliferous limestone (reasonably hard). Olive grey sandy limestone, moderately cemented containing mafic grains (quite breakable). Small percentage of clear quartz grains up to 2mm (may be product of drilling). Miscellaneous shell fragments (sponges and bryozoal) up to 5mm.
79 82 LIMESTONE / Light olive grey overall. Dark yellowish orange sandy moderate to well SHELLS cemented limestone (quite hard to break). Light olive grey fossiliferous glauconitic limestone, Moderate to well cemented (quite hard). Small percentage of shell fragments up to 2mm. Sample is slightly marly and sticky when wet.
82 86 LIMESTONE / Medium grey overall. Light olive well cemented limestone containing mafic SHELLS grains (very hard). Clear and iron stained grains of fine quartz gravel (up to 6mm). Minor shells (bryozoal). Sample is slightly marly and sticky when wet.
SHEET 5 OF 5 PROJECT: NAP-Observation Network
GROUNDWATER PROGRAM PERMIT No. 57655 WATER WELL LOG UNIT No. 6628 – 20759 (PTA 116) Hundred: Port Adelaide Sec: ADJ 226 Coordinates: E 275824.3 N 6159321.7 El. Surface(m): 8.85 El. Ref. Point(m): 9.155 Datum: GDA 94 PT 95 INTERVAL DEPTH TO DEPTH TO SUPPLY TOTAL DISSOLVED SOLIDS WATER CUT STANDING WATER (m) AQUIFER (m) (m) From To L/sec Test length Method mg/L Analysis No. N/A 29.507 78 96 4 1hour 30mins Airlifting 761 496604 SUMMARY
DEPTH (m) Depth GRAPHIC ROCK/SEDIMENT CASING Core LOG GEOLOGICAL DESCRIPTION FORMATION/AGE Dia From To From To NAME Sample (mm) (m) (m) 0 2 TOPSOIL Moderate brown overall. Sandy clayey topsoil. Micaceous and calcretey. Recent 208 0 1.9 ––––––––––––––––– 2 6 CLAY Greyish orange overall. Gritty light brown clay. Nice and rollable and sticky 142 -0.3 78 when wet. Micaceous and calcretey.
6 9 CLAY Yellowish brown overall. Mottled reddish brown, light orange and light grey clays. Reasonably rollable and sticky when wet. Small percentage of calcrete.
9 10 SANDY CLAY Greyish orange sandy clay. Sand consists of fine to medium, sub-rounded to sub- HINDMARSH angular quartz grains. Not very sticky when wet and only just rollable. Very CLAY micaceous. Non calcareous. Presumably interbedded. (Quaternary)
10 12.6 SAND Light grey medium to coarse sand. Grains are sub-rounded to sub-angular. Smaller percentage of fine sand. Grains are clear, pale white, pale yellow and pale orange in colour. Micaceous.
12.6 14.4 SAND / GRAVEL Yellowish grey overall. Medium to coarse sand as above interbedded with fine quartz gravel (up to 3mm). All grains predominantly sub-rounded to sub- angular. Clear, milky, pale yellow and pale orange grains. Micaceous.
REMARKS: CASING: 0 to 1.9 m (PVC, 208 mm ID - gravity cemented) DRILL TYPE: Auger, COMPLETED: 96 -0.3 to 78 m (PVC class 12, 142 mm ID - pressure cemented 0 – 79m) Rotary OPEN HOLE: 79 to 96 m (Pressure cement approximately 1m below casing shoe from 78 – 79m) DRILL FLUID: Mud LOGGED BY: M STADTER
REMARKS: DRILLING: 0 to 94 m drilled with 200mm bit. 94 to 96 drilled with 140mm after casing. DATE: 27/02/2002 SHEET 1 OF 4 PROJECT: NAP-Observation Network
GROUNDWATER PROGRAM PERMIT No. 57655 WATER WELL LOG CONTINUATION SHEET UNIT No. 6628 – 20759 (PTA 116) Hundred: Port Adelaide Sec: ADJ 226 PT 95 DEPTH (m) Depth GRAPHIC ROCK/SEDIMENT CASING Core LOG GEOLOGICAL DESCRIPTION FORMATION/AGE Dia From To From To NAME Sample (mm) (m) (m) 14.4 28 CLAY Moderate reddish brown and grey mottled clays. Reasonably rollable yet not overly sticky. Dried into thinly layered sheets. Micaceous. Calcrete evident from 15 – 18m.
28 30 SAND Light brown silty sand. Sand is fine to medium, sub-rounded to sub-angular quartz grained sand. Grains are clear, milky, pale yellow and pale orange. Micaceous. Non calcareous.
30 31.6 SAND / GRAVEL Greyish orange overall. Fine to medium sand from above with introduction of fine to medium gravel (up to approximately 10mm). Gravel consists of sub- rounded to angular, clear, milky and pale yellow quartz grains.
31.6 38.8 CLAY Light grey clay. Smooth (not much grit), but very hard clay. Not very sticky yet very rollable and moderate plasticity. Very small percentage of fine to medium sand. Possibly inter bedded. ______
38.8 42 SAND Greyish orange silty sand. Fine to medium grained (~ 0.2mm) quartz sand. Sub- rounded to sub-angular. Micaceous.
42 45 SAND Light greyish orange sand. Fine to medium grained, sub-rounded to sub-angular quartz sand. Clear, milky and pale yellow grains. Micaceous. CARISBROOKE 45 48 SAND / GRAVEL Light greyish orange sand as above with approximately 50% coarse sand to fine SAND quartz gravel (up to 4mm). Gravel is predominantly sub-rounded to sub-angular. (Quaternary)
Greyish orange overall. Bright orange and grey fine to medium sands. Sub- 48 51 SAND rounded to sub-angular quartz grains. Clear, milky, pale yellow and pale orange grains. Micaceous.
SHEET 2 OF 4 PROJECT: NAP-Observation Network
GROUNDWATER PROGRAM PERMIT No. 57655 WATER WELL LOG CONTINUATION SHEET UNIT No. 6628 – 20759 (PTA 116) Hundred: Port Adelaide Sec: ADJ 226 PT 95 DEPTH (m) Depth GRAPHIC ROCK/SEDIMENT CASING Core LOG GEOLOGICAL DESCRIPTION FORMATION/AGE Dia From To From To NAME Sample (mm) (m) (m) 51 53.2 SAND / GRAVEL Dark yellowish orange and moderate greenish yellow sand. Fine to medium grained, sub-rounded to sub-angular quartz sand. Clear, milky, yellow, orange, olive and greenish grains. Sample also contained fine to medium quartz gravel (up to 10mm). Non calcareous. ______53.2 57 SANDSTONE / Light olive yellow overall. Fine sand (less than 0.2mm) predominantly sub- SHELLS / angular to sub-rounded. Clear and milky quartz grains. Micaceous. Pale yellow LIMESTONE glauconitic sandstone. High percentage of shells (sea sponges and various corals up to 20mm). Introduction of light greyish poorly to medium cemented HALLETT COVE fossiliferous, glauconitic limestone. Quite breakable, obviously calcareous. SANDSTONE / DRY CREEK SAND 57 60 SAND / GRAVEL Light greyish orange to light brown overall. Approximately 50% fine to medium (Tertiary) grained sub-rounded to sub-angular sand, interbedded with 50% coarse sand to fine quartz gravel (up to 4mm). Clear, milky, pale yellow, pale orange, light greyish and small amount of mafic grains. Shells (bryozoal) up to 5mm. ______
60 64 LIMESTONE / Medium light grey overall. Fine to coarse grained sub-rounded to sub-angular SAND sand. Clear, milky, pale yellow, pale orange, light greyish and small amount of mafic grains. Medium grey to light grey poor to medium cemented fossiliferous UPPER PORT limestone. Abundance of shells (bryozoal) present. Sand may be product of WILLUNGA drilling. FORMATION (Tertiary) 64 66 SANDY Light grey sandy limestone. Sand is fine to medium (up to 0.5mm) quartz sand, LIMESTONE sub-rounded to angular. Limestone is light to medium grey, predominantly moderate to well cemented fossiliferous limestone. Bryozoal present. ______66 74 CLAY Light olive grey overall. Bluish grey plastic fossiliferous clay with bars of poor to MUNNO PARA medium cemented light to medium grey fossiliferous glauconitic limestone. CLAY Shells up to 10mm present. Limestone bars 68.2 70m and 71.2 72.8m (Tertiary) inferred from geophysical log. ______
SHEET 3 OF 4 PROJECT: NAP-Observation Network
GROUNDWATER PROGRAM PERMIT No. 57655 WATER WELL LOG CONTINUATION SHEET UNIT No. 6628 – 20759 (PTA 116) Hundred: Port Adelaide Sec: ADJ 226 PT 95 DEPTH (m) Depth GRAPHIC ROCK/SEDIMENT CASING Core LOG GEOLOGICAL DESCRIPTION FORMATION/AGE Dia From To From To NAME Sample (mm) (m) (m) 74 81 LIMESTONE POOR RETURNS. Medium light grey overall. Light grey and light olive grey poorly cemented limestone (fossiliferous and easily broken) and grey to medium grey moderate to well cemented limestone (also fossiliferous, but much harder). Bryozoal, sea sponges and other shells up to 8mm present.
81 84 LIMESTONE Medium light grey overall. Light grey to bone, poor to moderately cemented (small percentage well cemented) fossiliferous and glauconitic limestone. Grey to medium grey moderate to well cemented harder limestone (also fossiliferous). Bryozoal, sea sponges and other shells up to 5mm present.
84 87 LIMESTONE Medium light grey overall. Light grey to very light grey fossiliferous and LOWER PORT glauconitic limestone. Moderate to well cemented. Quite hard to break. WILLUNGA Bryozoal, sea sponges and other shells up to 3mm present. FORMATION (Tertiary) 87 90 LIMESTONE Light olive grey overall. Medium grey to very light grey fossiliferous and glauconitic limestone. Moderate to well cemented. Quite hard to break. Bryozoal, sea sponges and other shells up to 3mm present.
90 94 LIMESTONE Light olive grey to greenish grey overall. Silty sandy limestone. Light olive green silt to very fine sand. Pale yellow / light olive poor to moderately cemented fossiliferous limestone (quite soft). Light olive to light grey moderate to well cemented fossiliferous limestone (moderately hard). Grey to medium grey moderate to well cemented fossiliferous limestone (quite hard). Bryozoal, sea sponges and other shells up to 10mm present.
94 96 LIMESTONE Light olive to pale yellowish grey well cemented limestone. Fossiliferous and glauconitic.
SHEET 4 OF 4 PROJECT: NAP-Observation Network
GROUNDWATER PROGRAM PERMIT No. 56430 WATER WELL LOG UNIT No. 6628 - 20678 (MPA 153)
Coordinates: E 282651.7 N 6163249.5 El. Surface(m): 27.409 El. Ref. Point(m): 27.618 Datum: GDA 94 Hundred: Munno Para Adj. Sec: 3889 INTERVAL DEPTH TO DEPTH TO SUPPLY TOTAL DISSOLVED SOLIDS WATER CUT STANDING WATER (m) AQUIFER (m) (m) From To L/sec Test length Method mg/L Analysis No. 27.2 74 94 4 3 hours Airlifting 1261 483182 SUMMARY
DEPTH (m) Depth GRAPHIC ROCK/SEDIMENT CASING Core LOG GEOLOGICAL DESCRIPTION FORMATION/AGE Dia From To From To NAME Sample (mm) (m) (m) 0 1 TOPSOIL Overall brown. Micaceous silty and a little bit clayey fine sand (Recent) 208 0 2.5 ––––––––––––––––– 1 4 SAND / GRAVEL Coarse quartz sand to fine gravel. Clear and yellowish coloured angular to sub- 142 -0.2 74 rounded quartz grains.
4 6.8 CLAY Dark brown plastic, soft clay when wet. Minor mica throughout.
6.8 8 SAND Overall dark yellowish orang. Fine - medium grained sub-angular, soft sand. Very micaceous. HINDMARSH CLAY 8 11.2 GRAVEL Overall dark yellowish-orange. Fine - medium grained sandy gravel. Grains are (Quaternary) clear, milky, yellow and black in colour. Mainly fine grained gravel (grains around 6 mm in diameter), some grains up to 20 mm in size, angular to sub- rounded.
11.2 15.2 CLAY Overall dark reddish - orange. Mottled dark red, orange and grey clay. Soft and sticky when wet.
REMARKS: CASING: 0 to 2.5 m (PVC class 6, 208 mm ID - gravity cemented) DRILL TYPE: Auger, COMPLETED: 94 -0.2 to 74 m (PVC class 12, 142 mm ID - pressure cemented) Rotary OPEN HOLE: 74 to 94 m DRILL FLUID: Mud LOGGED BY: H. Zulfic This observation well, MPA 153 is replacing observation well MPA 75 DATE: 28/09/2001 SHEET 1 OF 4 PROJECT: NAP-Observation Network
GROUNDWATER PROGRAM PERMIT No. 56430 WATER WELL LOG CONTINUATION SHEET UNIT No. 6628 - 20678 (MPA 153)
Hundred: Munno Para Adj. Sec: 3889
DEPTH (m) Depth GRAPHIC ROCK/SEDIMENT CASING Core LOG GEOLOGICAL DESCRIPTION FORMATION/AGE Dia From To From To NAME Sample (mm) (m) (m) 15.2 21 SANDY CLAY Overall light reddish brown - light brown. Interbedded mottled brown and grey sandy clay and clayey fine - medium grained sand. Micaceous. Non calcareous.
21 27 SAND Overall dark yellow orange. Mottled brown and grey fine - medium grained micaceous, soft quartz sand. Somewhat clayey.
27 30 GRAVELLY Dark yellowish fine - medium grained gravely sand. Gravel is fine grained SAND quartz.
30 32 GRAVELLY Overall dark yellowish - orange. Fine - coarse grained angular to sub-angular SAND gravely sand. Gravel is mainly fine grained. Minor medium grained gravel (grains 6 - 15 mm in size). Content of gravel increases with depth.
32 34 GRAVEL Dark yellow sandy mainly fine gravel (minor medium size grains), angular to sub-angular – sub-rounded.
34 36.5 CLAY Light grey fairly hard clay. Plastic when wet. From 35.5 - 36.5 mottled reddish.
36.5 38.5 SANDY CLAY / Overall light brown. Mottled grey, light brown and somewhat reddish. CLAYEY SAND Interbedded sandy clay and fine sand ––––––––––––––––– 38.5 45 SAND Overall light yellowish - orange to light brown. Fine - medium grained sub- angular multi coloured (grey, yellow, reddish and orange) soft and micaceous quartz sand. CARISBROOKE 45 46 SANDY GRAVEL Overall dark yellow. Fine grained (grain size mainly around 4 mm) sandy gravel, SAND angular to sub-angular clear and milky coloured quartz grains. Sand dark yellow (Quaternary) - orange, medium grained.
SHEET 2 OF 4 PROJECT: NAP-Observation Network
GROUNDWATER PROGRAM PERMIT No. 56430 WATER WELL LOG CONTINUATION SHEET UNIT No. 6628 - 20678 (MPA 153)
Hundred: Munno Para Adj. Sec: 3889
DEPTH (m) Depth GRAPHIC ROCK/SEDIMENT CASING Core LOG GEOLOGICAL DESCRIPTION FORMATION/AGE Dia From To From To NAME Sample (mm) (m) (m) 46 49 GRAVEL Overall dark yellow. Medium - fine grained angular to sub-angular quartz gravel. Grains are mainly around 10 mm in diameter. Less sandy than interval (45 - 46 m).
49 57 SAND Dark yellow medium - fine grained (mainly medium grained - 0.3 mm grains) soft quartz sand. Mainly sub-angular.
57 60.8 GRAVELLY Overall dark yellow - dark yellowish orange. Gravelly sand to sandy gravel. SAND / SANDY Sand as above. Gravel fine grained (minor medium grains), sub-angular. GRAVEL ––––––––––––––––– 60.8 68 CLAY Bluish - grey soft and plastic fossiliferous clay, sand and silt. Bars of light grey MUNNO PARA shelly fossiliferous limestone from 62.2 - 65.2 m (shell fragment 2 - 4 mm and CLAY bryozoa fragments). (Tertiary) ––––––––––––––––– 68 72 LIMESTONE Overall grey. Sample clayey, sandy and silty. Fragments of grey soft limestone. Shell and bryozoa fragments throughout the sample.
72 75 LIMESTONE Overall grey. Grey fossiliferous (bryozoal) and shelly well cemented limestone. Sample sandy and minor clayey. LOWER PORT WILLUNGA 75 78 LIMESTONE Overall light grey. Very light grey medium grained fossiliferous (bryozoal) FORMATION limestone. Shell fragments throughout sample. Minor green glauconitic grains in (Tertiary) limestone. Minor sand and lumps of off-white lime. Sample a little bit sandy and clayey.
78 81 LIMESTONE Overall very light grey - off-white. Off-white fossiliferous (bryozoal) limestone. Sample very sandy (sand could be product of drilling - grinding).
81 82 LIMESTONE Overall grey. Grey fossiliferous limestone, well cemented. Minor glauconitic.
SHEET 3 OF 4 PROJECT: NAP-Observation Network
GROUNDWATER PROGRAM PERMIT No. 56430 WATER WELL LOG CONTINUATION SHEET UNIT No. 6628 - 20678 (MPA 153)
Hundred: Munno Para Adj. Sec: 3889
DEPTH (m) Depth GRAPHIC ROCK/SEDIMENT CASING Core LOG GEOLOGICAL DESCRIPTION FORMATION/AGE Dia From To From To NAME Sample (mm) (m) (m) 82 87 LIMESTONE Overall grey - very light grey when wet. Greyish - light brownish very hard fossiliferous (bryozoal) limestone. Minor light brownish - yellowish well cemented limestone. Fragments of grey very glauconitic limestone. Shell and bryozoa fragments. (Sample very contaminated with Munno Para Clay and Carisbrooke Sand). Sample very sandy??
87 90 LIMESTONE Overall dark grey. Grey fossiliferous (bryozoal) and shelly well cemented glauconitic limestone and light grey, somewhat off-whitish limestone, minor glauconitic. Lose sand, small shell and bryozoa fragments.
90 94 LIMESTONE Overall dark grey with dark olive in colour when wet. Light and dark grey glauconitic limestone. Dark grey limestone with dark olive in colour - very glauconitic, well cemented. Lose sand, shell and bryozoa fragments.
SHEET 4 OF 4 PROJECT: NAP-Observation Network
GROUNDWATER PROGRAM PERMIT No. 56849 WATER WELL LOG UNIT No. 6628 – 20736 (MPA 159)
Coordinates: E 278472.2 N 6159987.9 El. Surface(m): 14.584 El. Ref. Point(m): 14.735 Datum: GDA 94 Hundred: Munno Para Adj. Sec: 3052 INTERVAL DEPTH TO DEPTH TO SUPPLY TOTAL DISSOLVED SOLIDS WATER CUT STANDING WATER (m) AQUIFER (m) (m) From To L/sec Test length Method mg/L Analysis No. N/A 41.24 83 100 § 4 2 hours Airlifting 955 495494 SUMMARY
DEPTH (m) Depth GRAPHIC ROCK/SEDIMENT CASING Core LOG GEOLOGICAL DESCRIPTION FORMATION/AGE Dia From To From To NAME Sample (mm) (m) (m) 0 3 TOPSOIL / CLAY Light brown overall. Sample is hard gritty sandy clay and topsoil. Sample dried Recent 208 0 3 quickly forming large hard clumps. ––––––––––––––––– 142 -0.2 83 3 5 CLAY / SAND Greyish orange clayey sand to sandy clay. Sand is medium to coarse grained (0.2 to 2mm). Sample is not rollable and is only slightly sticky when wet.
5 8 SAND Moderate yellowish brown overall. Slightly clayey sand. Sand is medium to coarse grained (0.2 to 2mm) as above. Sample is micaceous but definitely not rollable. HINDMARSH CLAY 8 12 SANDY CLAY Greyish orange overall. Gritty, sandy, mottled orange and grey clays. Sample is (Quaternary) rollable and sticky when wet.
12 15 CLAY / SAND Greyish orange overall. Clayey sand to sandy clay. Sample is rollable and micaceous but not sticky.
15 18 CLAYEY SAND Light greyish orange clayey sand. Sand is fine grained (generally less than 0.2mm). Clay is grey in colour and is rollable and micaceous. Sample looks to be interbedded.
REMARKS: CASING: 0 to 3 m (PVC, 208 mm ID - gravity cemented) DRILL TYPE: Auger, COMPLETED: 100 -0.2 to 83 m (PVC class 12, 142 mm ID - pressure cemented 0 – 83m) Rotary OPEN HOLE: 83 to 100 m (Drilled with 187mm bit) DRILL FLUID: Mud LOGGED BY: M STADTER REMARKS: DRILLING: Throughout drilling, the cuttings looked like they had been reworked and seemed to have a large lag time DATE: 29/01/02 SHEET 1 OF 5 before reaching the surface (driller was required to surge the bit). At completion the mud pump was identified to be malfunctioning. PROJECT: NAP-Observation Network
GROUNDWATER PROGRAM PERMIT No. 56849 WATER WELL LOG CONTINUATION SHEET UNIT No. 6628 – 20736 (MPA 159)
Hundred: Munno Para Adj. Sec: 3052
DEPTH (m) Depth GRAPHIC ROCK/SEDIMENT CASING Core LOG GEOLOGICAL DESCRIPTION FORMATION/AGE Dia From To From To NAME Sample (mm) (m) (m) 18 21 CLAY Moderate reddish brown and light grey mottled clay. Very small percentage of sand or grit. Sample dried into thin sheets of grey clay and reddish orange clumps of clay. Sample is sticky when wet.
21 24 CLAY Moderate reddish orange and light grey gritty clay. Sample is lighter in colour and higher in sand content than previous sample. Sample is very sticky when wet.
24 27 CLAY Very pale orange in colour. Very hard clay. Sample dried into large clumps. Drillers complained of mud-rings forming.
27 30 CLAY Very pale greyish orange overall. Silty clay with only a very small amount of grit. Very sticky when wet.
30 32 CLAY Very pale greyish orange overall. Silty gritty clay. Sticky when wet yet not rollable. Contains amounts of grey clay, which is harder and more plastic than rest of sample.
32 36 CLAYEY SAND Greyish orange to light grey clayey sand. Sand is fine to medium grained (average size approximately 0.2mm) sub-angular to predominantly sub-rounded. Sample is micaceous.
36 39 SAND / CLAY Greyish orange clayey sand to sandy clay. Sand is fine to medium grained, sub- angular to predominantly sub-rounded quartz rich sand. Sample is rollable and micaceous.
39 42 CLAY Greyish orange overall. Silty greyish orange and grey mottled clays. Slightly gritty, not overly rollable and sticky when wet.
42 45 CLAY Greyish orange overall. Same as above.
SHEET 2 OF 5 PROJECT: NAP-Observation Network
GROUNDWATER PROGRAM PERMIT No. 56849 WATER WELL LOG CONTINUATION SHEET UNIT No. 6628 – 20736 (MPA 159)
Hundred: Munno Para Adj. Sec: 3052
DEPTH (m) Depth GRAPHIC ROCK/SEDIMENT CASING Core LOG GEOLOGICAL DESCRIPTION FORMATION/AGE Dia From To From To NAME Sample (mm) (m) (m) 45 48 SANDY CLAY Greyish orange fine to medium grained sandy clay. Reddish orange and grey mottled clays. Sample is rollable. ______48 51 CLAYEY SAND Dark yellowish orange clayey sand. Sand is fine to medium in size and sub- rounded to sub-angular grained. Sample is micaceous.
51 54 GRAVEL / SAND Dark yellowish orange overall. Silty sandy gravel. Grain sizes range from CARISBROOKE SILT 0.06mm (fine sand) to 6mm (fine gravel). Grains consist of quartz, and are sub- SAND rounded to sub-angular. Grains are clear (up to 80%), pale yellow and pale (Quaternary) orange in colour.
54 57.6 GRAVEL / SAND / Dark yellowish orange. As above. Non Calcareous. SILT ______57.6 60 SANDSTONE / Pale olive and dusky yellow overall. Moderately hard sandstone. Abundance of SHELLS / shells (up to 10mm), and gravel (up to 4mm). Sample is also lignitic and GRAVEL contains sand from above interval. Sample obviously calcareous.
60 61.5 SANDSTONE / Greyish orange and olive overall. As above. HALLETT COVE SHELLS / SANDSTONE / GRAVEL DRY CREEK SAND (Tertiary) 61.5 65.6 SANDSTONE / Greyish orange overall. Pale yellow and boney white fossiliferous sandstone. SHELLS / Soft and harder pieces present. Sample containing an abundance of shells up to GRAVEL 8mm. Fine to medium quartz gravel (up to 8mm) consisting of clear, milky white and pale yellow grains. ______
65.6 69 LIMESTONE / Medium grey overall. Clayey sandy soft grey fossiliferous limestone. Sample is UPPER PORT SHELLS very shelly and contains shells up to 10mm. Sample also contains fine to WILLUNGA medium gravel (up to 10mm). Poor recovery. Shells and gravel are thought to be FORMATION contamination from above interval. (Tertiary)
SHEET 3 OF 5 PROJECT: NAP-Observation Network
GROUNDWATER PROGRAM PERMIT No. 56849 WATER WELL LOG CONTINUATION SHEET UNIT No. 6628 – 20736 (MPA 159)
Hundred: Munno Para Adj. Sec: 3052
DEPTH (m) Depth GRAPHIC ROCK/SEDIMENT CASING Core LOG GEOLOGICAL DESCRIPTION FORMATION/AGE Dia From To From To NAME Sample (mm) (m) (m) 69 71 LIMESTONE / Medium grey and light olive overall. Sandy fossiliferous grey limestone. SHELLS Moderately cemented. Sample contains miscellaneous shells up to 5mm in size (contamination from above?) ______
71 75 CLAY / Medium grey and light olive overall. Dark bluish grey plastic fossiliferous clay. LIMESTONE Sample also contains soft, moderately cemented grey limestone. MUNNO PARA 75 78 CLAY Dark bluish grey plastic fossiliferous clay. Poor recovery. CLAY (Tertiary) 78 79.6 CLAY / Medium grey overall. Sandy fossiliferous limestone with bluish clay as above. LIMESTONE Poor returns. Drilling was very slow and lead to a change in bit. Limestone bars 74.8 75.8m and 76.8 77.8m inferred from geophysical log. ______
79.6 84 LIMESTONE / Contaminated sample due to change of drilling bit. Sample is light grey overall. CLAY Sample contains mixture of bluish grey clay, soft and hard grey fossiliferous limestone, fine to medium quartz sand and loose shells (bryozoal).
84 86 LIMESTONE Light olive grey and yellowish grey moderately cemented fossiliferous and glauconitic limestone. Sample contains miscellaneous shell fragments up to LOWER PORT 12mm and bryozoal up to 3mm. Sample also contains a very small percentage of WILLUNGA clear and milky white fine quartz gravel (up to 4mm). FORMATION (Tertiary) 86 88 LIMESTONE Medium light grey overall. Yellowish grey well cemented fossiliferous and glauconitic limestone. Sample contains miscellaneous shells up to 3mm (including bryozoal). Includes small percentage of gravel as above.
88 91 LIMESTONE Medium light grey. Sample as above.
91 97 LIMESTONE Light grey overall. Yellowish grey well cemented fossiliferous and glauconitic limestone. Sample contains miscellaneous shells up to 3mm (including bryozoal).
SHEET 4 OF 5 PROJECT: NAP-Observation Network
GROUNDWATER PROGRAM PERMIT No. 56849 WATER WELL LOG CONTINUATION SHEET UNIT No. 6628 – 20736 (MPA 159)
Hundred: Munno Para Adj. Sec: 3052
DEPTH (m) Depth GRAPHIC ROCK/SEDIMENT CASING Core LOG GEOLOGICAL DESCRIPTION FORMATION/AGE Dia From To From To NAME Sample (mm) (m) (m) 97 99 LIMESTONE Light grey overall. Yellowish grey well cemented fossiliferous and glauconitic limestone. Limestone is hard to break with fingers. Sample contains miscellaneous shells up to 3mm (including bryozoal).
99 100 LIMESTONE Light grey and pale yellow overall. Same as above, with light olive grey moderate to well cemented sandy and fossiliferous limestone.
SHEET 5 OF 5 APPENDICES
B. COMPOSITE WELL LOGS
Report DWLBC 2004/57 64 Northern Adelaide Plains Groundwater Monitoring Network Upgrade Composite Water Well Log Unit No. 6628-20666 Observation No. PTA 115 T2 Aquifer Bore data Drilling data Completion data Chemistry Units Permit No. 56428 Start date 20/09/2001 Hole Diameter mm From To Bit pH 7.7 Unit No. 662820666 Finish date 23/09/2001 254 0.0 3.0 Blade TDS by EC 690 mg/L Obs. No. PTA 115 Driller DWLBC 200 3.0 87.5 Blade EC 1260 uS/cm Purpose Observation Drilling Method Auger, Rotary TDS by calc. 688 mg/L Circulation Mud Backfilled From To Material Ca 59.8 mg/L Location Data Maximum depth (m) 87.5 Mg 29.4 mg/L Hundred Port Adelaide Completed depth (m) 87.5 K 7.4 mg/L Section No. 171 Samples logged by Hajrudin Zulfic Casing Diameter mm From To Material Na 151 mg/L Easting (m AMG) 273663 215 0.0 3.0 PVC HCO3 259 mg/L Northing (m AMG) 6161486 Post-development data 142 0.0 65.0 PVC CO3 mg/L Datum GDA 94 Date 23/09/2001 Cl 239 mg/L Depth to water below Ref. Pt. (m) 18.00 Open Hole mm From To Material SO4 74.5 mg/L Elevation data mAHD SWL (m) 17.71 200 67.0 87.5 NO2/3 as N <0.005 mg/L Ground Surface 7.443 RSWL (m AHD) -10.26 NO2/3 as NO3 mg/L Ref. Point above Ground 0.295 Salinity Lab (mg/L) 677 From To Type Boron 0.82 mg/L Ref. Point 7.738 EC Lab (uS/cm) Grout 0.0 67.0 Cement Top of open interval 67.0 Yield (L/s) 4to5 Bentonite Seal Geophysics Bottom of open interval 87.5 Method Airlift Gravel Pack Job No. 6089
GEOLOGICAL DETAILS GEOPHYSICAL LOGS NEUTRON DEEP INDUCTION DENSITY 200 600 20 30 40 50 60 70 1.5 2 2.5 LITHOLOGY CONSTRUCTION DETAILS GAMMA CPS MEDIUM INDUCTION ohm/m PT RES g/cc CPS DEEP and 20 80 20 30 40 50 100 125 150 250 450 LITHOLOGICAL API CALIPER ohm/m SPON POT ohm CPS MEDohm DEPTH (m) DESCRIPTION LOG 190200 210 -300 -200 -100 -70 250 300 350
UNIT
HYDRO DATA
HYDRO DATA
ELEVATION (m AHD) mm 0 mV mV 7 Recent 0 - 1.5TOPSOIL Light brown very sandy topsoil with calcrete grains throughout. Sand is fine to medium grained quartz 5 sand. Abundant mica. 1.5 - 3SANDY CLAY Mottled grey, orange and brown very sandy micaceous clay. Calcrete grains up to 3 cm in diameter throughout. 5 3 - 5CLAY Overall grey somewhat mottled light brown clay. Soft when wet. Minor sandy, and minor calcrete grains throughout. 0 5-10 SANDY CLAY/CLAYEY SAND Interbedded mottled orange and light grey minor clayey fine grained micaceous sand and mottled light orange, light grey and whitish clay. Abundant calcrete grit 10 throughout. 10 - 12.5CLAY Grey mottled light brown and orange clay. Calcrete grains up to 15 - 20 mm in diameter throughout. -5 12.5 - 16SAND Dark yellow and minor grey fine - medium grained quartz sand. Minor gravelly (fine gravel up to 6 mm - a few coarser grains > 6 mm). Minor clayey. 15
16 - 21CLAY Mottled grey and red stiff clay. SWL
-10 Y (Quaternary) 17.71 m
20
21 - 24.5CLAY Overall dark red,
HINDMARSH CLA somewhat grey sandy clay -15 (from 23 m sandy).
24.5 - 27CLAY Mottled grey and 25 reddish clay.
-20 27- 30CLAY Overall yellowish orange (when wet) clay.
30 30 - 33SANDY CLAY Overall dark yellowish-orange sandy clay.
-25 33 - 46SAND Multi coloured medium to fine grained soft, somewhat minor Class 12 PVC to 65 m clayey quartz sand. 35 From 39-42 m overall orange-dark yellow, minor off-white and light yellowish sand. From 42-45 m lighter than above - light yellowish sand. -30 From 45 m darker.
40
-35
CARISBROOKE SAND (Quaternary)
45
46 - 53LIMESTONE Overall yellow - dark yellow, getting darker with depth. -40 From 46 - 49 m whitish fine to medium grained quartz sandstone/ limestone and
ertiary) yellow fine to medium grained very hard limestone. Calcareous. A few tiny shell fragments. 50 From 49 - 52 m yellow - dark yellow limestone, minor fossiliferous - a few very small bryozoa fragments. From 52 - 53 m dark yellow limestone,
FORMATION (T
-45 UPPER PORT WILLUNGA fossiliferous (tiny bryozoa fragments), fairly dense, wells cemented. Fine - medium grained limestone. 53 - 60.8CLAY Blue soft fossiliferous plastic clay interbedded with thin bars of 55 grey limestone. Minor shell fragments.
-50
(Tertiary)
MUNNO PARA CLAY
60 60.8 - 64LIMESTONE Light grey very fossiliferous (bryozoal), well-cemented, glauconitic limestone. Shell fragments up -55 to 7 mm.
64 - 73LIMESTONE Overall very light 65 grey. Light grey and whitish very fossiliferous (bryozoal) limestone. Sample silty sandy and clayey (Munno Para Clay). -60
70
-65 73 - 76LIMESTONE Overall greyish-
FORMATION (Tertiary) yellowish. Grey - whitish limestone as above and yellowish bryozoal limestone. 75 Small shell fragments.
76 - 79LIMESTONE Overall light olive-yellowish. Light olive-yellowish, -70 fine-medium grained well-cemented fossiliferous (bryozoal) limestone. Minor shell fragments. 79 - 87.5LIMESTONE Overall dark olive - greyish. Light olive - yellowish
80 LOWER PORT WILLUNGA and grey fossiliferous very well cemented limestone.
-75
85
-80 TOTAL DEPTH 87.5 m -82 90 Job No. 6089 PIRSA Publishing Services 202295_001 Composite Water Well Log Unit No. 6628-20729 Observation No. MPA 154 T2 Aquifer
Bore data Drilling data Completion data Chemistry Units Permit No. 56853 Start date 09/01/2002 Hole Diameter mm From To Bit pH 7.5 Unit No. 662820729 Finish date 12/01/2002 228 0.0 3.0 Blade TDS by EC 700 mg/L Obs. No. MPA 154 Driller DWLBC 197 3.0 105.2 Blade EC 1280 uS/cm Purpose Observation Drilling Method Auger, Rotary TDS by calc. 702 mg/L Circulation Mud Backfilled From To Material Ca 71.1 mg/L Location Data Maximum depth (m) 105.2 Mg 26.1 mg/L Hundred Munno Para Completed depth (m) 105.2 K 5.7 mg/L Section No. 3879 Samples logged by H. Zulfic & M. Stadter Casing Diameter mm From To Material Na 155 mg/L Easting (m AMG) 285823 195 0.0 3.0 PVC HCO3 285 mg/L Northing (m AMG) 6164562 Post-development data 142 0.0 84.0 PVC CO3 mg/L Datum GDA 94 Date 12/01/2002 Cl 259 mg/L Depth to water below Ref. Pt. (m) 26.32 Open Hole mm From To Material SO4 55.6 mg/L Elevation data mAHD SWL (m) 26.12 197 86.0 105.0 NO2/3 as N <0.005 mg/L Ground Surface 34.413 RSWL (m AHD) 8.29 NO2/3 as NO3 mg/L Ref. Point above Ground 0.196 Salinity Lab (mg/L) 655 From To Type Boron 0.75 mg/L Ref. Point 34.609 EC Lab (uS/cm) 1190 Grout 0.0 86.0 Cement Top of open interval 86.0 Yield (L/s) 6 Bentonite Seal Geophysics Bottom of open interval 105.0 Method Airlift Gravel Pack Job No. 6153
GEOLOGICAL DETAILS GEOPHYSICAL LOGS NEUTRON DEEP INDUCTION DENSITY 90 290 490 30 4050 60 70 80 1 1.5 2 2.5 LITHOLOGY CONSTRUCTION TA DETAILS GAMMA CPS MEDIUM INDUCTION ohm/m PT RES g/cc and 0 150 25 3035 40 45 50 415 445 475 LITHOLOGICAL API CALIPER ohm/m SPON POT ohm DEPTH (m) DESCRIPTION LOG 170200 230 1 4 7
HYDRO DA
UNIT
ELEVATION (m AHD) mm 0 mV 34 0 - 3TOPSOIL Reddish - brown sandy and silty topsoil. Micaceous.
Recent 3 - 5.6CLAY Dark brown sandy and silty clay and minor clayey sand. Micaceous. 30 5 5.6 - 7SAND Dark brown. Clayey and silty coarse to medium grained quartz sand, somewhat gravelly (fine quartz gravel) 7 - 11.2CLAY Brown minor sandy and silty clay. Micaceous.
25 10
11.2 - 12.5CLAYEY SAND Light brown - orange clayey sand, somewhat gravelly. 12.5 - 15SANDY CLAY Yellowish orange mottled grey very sandy clay. Micaceous.
20 15 15-20 CLAYEY SAND/SANDY CLAY Interbedded orange - brown (mottled grey - brown) fine clayey silty sand (very micaceous) and grey stiff clay
15 20 20 - 22.8CLAYEY SAND Mottled grey, orange and brown clayey fine sand. Micaceous. Sticky when wet
22.8 - 26.8CLAY Mottled orange and grey very sandy, silty clay. Soft and sticky when wet. Micaceous. 10 25 SWL 26.12 m
26.8 - 28.5CLAYEY SAND Orange, somewhat mottled grey clayey and silty micaceous fine- grained quartz sand. 28.5 - 30.5CLAY Grey silty and sandy clay. 5 Micaceous. 30 SANDY CLAY/CLAYEY SAND
HINDMARSH CLAY (Quaternary) 30.5 - 36 Interbedded light orange brown - reddish very sandy and silty clay and silty, clayey very fine soft sand. Micaceous.
0 35
36-39 CLAYEY SAND/SANDY CLAY Mottled orange and dark yellow somewhat grey fine silty and clayey soft quartz sand, interbedded with sandy silty grey and brown clay. Micaceous. 39 - 41GRAVEL/SAND Dark yellow - orange. Class 12 PVC to 84 m From 39 - 40 m fine to medium grained quartz -5 gravel. Angular to sub-angular. From 40 - 41 m 40 silty gravelly fine quartz sand. 41 - 43CLAY Grey sandy plastic clay
43 - 49GRAVEL Orange grey - grey sandy gravel somewhat clayey (46.6 - 47.4 m - grey clay). -10 Gravel is fine - medium grained 45 (mostly around 5 mm), sub-angular to sub-rounded.
CLAY -15 49 - 50.4 Light orange - light grey silty and 50 sandy clay. 50.4 - 54SAND Overall light grey (53 - 54 m minor dark yellow - orange). Silty minor clayey fine-grained sand.
SAND -20 54 - 60 Dark yellow - orange mottled grey 55 fine to medium grained soft silty sand. From 59 - 60 m gravely (fine grained quartz gravel).
-25 60 60 - 70GRAVEL Overall pale yellow somewhat light grey. Fine sandy quartz gravel. Grains are sub-rounded to sub-angular; clear, pale yellow and white. Sand is dark yellow coarse grained.
-30 65 CARISBROOKE SAND (Quaternary)
-35 70 70 - 71CLAY Grey clay (poor recovery) 71 - 72.5LIMESTONE Overall dark yellow - orange - brown. Yellow - dark yellow very well cemented limestone, fossiliferous, very calcareous and a little bit glauconitic. 72.5 - 74.8LIMESTONE Overall grey, silty and
(Tertiary) sandy sample. Grey - dark grey fossiliferous
UPPER PORT -40 WILLUNGA FM limestone, poorly cemented. Minor black grains. 75 Some loose shell fragments (up to2-3mmin diameter) and quartz sand fine to medium grained. 74.8 - 80.8CLAY Overall grey. Blue soft plastic clay with some limestone. Fossiliferous.
ARA CLAY
(Tertiary) -45
80 MUNNO P 80.8 - 84SANDY LIMESTONE Overall grey (at the end of interval light yellowish to very light olive). Hard and soft layers of the sandy limestone. 84 - 87SANDY LIMESTONE Overall light yellow - very light olive. Interbedded soft and hard bars of light yellow and off-white fossiliferous -50 fairly well cemented minor glauconitic limestone 85 and yellow very well cemented limestone. Sandy. 87 - 90SANDY LIMESTONE Overall pale yellow - very light olive-grey. Yellow and off- whitish fossiliferous, minor glauconitic fairly well cemented limestone and yellow better cemented limestone. Minor fragments of light grey -whitish very well cemented - very hard limestone. Minor loose fine - medium grained quartz sand and a -55 few small shell fragments. 90 90 - 96SANDY LIMESTONE Overall grey to dark grey. Sample is a little bit sandy and silty (grey sand and silt passes through 0.3 mm sieve. Grey to light brownish very well cemented
FORMATION (Tertiary) limestone and grey to dark grey fossiliferous limestone. Loose silty sand and small shell fragments. SANDY LIMESTONE -60 96 - 99 Overall grey 95 - little bit olive. Sample silty and sandy. Grey and dark grey fossiliferous well-cemented limestone. Light greyish - light olive fossiliferous well cemented limestone and some fragments of yellowish limestone. Some loose fine - medium grained sand (mainly finer than 0.3 mm) and small shell fragments.
LOWER PT WILLUNGA SANDY LIMESTONE -65 99 - 105.2 Overall grey. 100 Sample sandy and silty. Light grey - yellowish fossiliferous well cemented limestone. Loose fine to medium grained quartz sand and shell fragments up to 10 mm (mostly around 5 mm) in diameter.
-70 105 TOTAL DEPTH 105.2 m
-75 110 Job No. 6153 PIRSA Publishing Services 202295_002 Composite Water Well Log Unit No. 6628-20730 Observation No. MPA 155 T2 Aquifer
Bore data Drilling data Completion data Chemistry Units Permit No. 56851 Start date 23/01/2002 Hole Diameter mm From To Bit pH 7.43 Unit No. 662820730 Finish date 26/01/2002 225 0.0 2.8 Blade TDS by EC 1600 mg/L Obs. No. MPA 155 Driller DWLBC 200 2.8 100.0 Blade EC 2810 uS/cm Purpose Observation Drilling Method Auger, Rotary TDS by calc. 1560 mg/L Circulation Mud Backfilled From To Material Ca 178 mg/L Location Data Maximum depth (m) 100.0 Mg 65.2 mg/L Hundred Munno Para Completed depth (m) 100.0 K 8.4 mg/L Section No. 3900 Samples logged by M. Stadter Casing Diameter mm From To Material Na 310 mg/L Easting (m AMG) 281550 195 0.0 2.8 PVC HCO3 200 mg/L Northing (m AMG) 6160968 Post-development data 142 0.0 86.0 PVC CO3 mg/L Datum GDA 94 Date 26/01/2002 Cl 737 mg/L Depth to water below Ref. Pt. (m) 34.45 Open Hole mm From To Material SO4 165 mg/L Elevation data mAHD SWL (m) 34.26 200 86.0 100.0 NO2/3 as N <0.005 mg/L Ground Surface 19.985 RSWL (m AHD) -14.28 NO2/3 as NO3 mg/L Ref. Point above Ground 0.189 Salinity Lab (mg/L) 1440 From To Type Boron 2.48 mg/L Ref. Point 20.174 EC Lab (uS/cm) 2600 Grout 0.0 86.0 Cement Top of open interval 86.0 Yield (L/s) 4to5 Bentonite Seal Geophysics Bottom of open interval 100.0 Method Airlift Gravel Pack Job No. 6162
GEOLOGICAL DETAILS GEOPHYSICAL LOGS NEUTRON DEEP INDUCTION DENSITY 90 140 190 240 290 340 20 30 4050 60 70 1 1.5 2 LITHOLOGY CONSTRUCTION DETAILS GAMMA CPS MEDIUM INDUCTION ohm/m PT RES g/cc 2040 60 80 100 120 15 2025 30 35 40 45 and 245 275 305 LITHOLOGICAL API CALIPER ohm/m SPON POT ohm DEPTH (m) DESCRIPTION LOG 150200 250 300 -200 -150 -100 -50 0
UNIT
HYDRO DATA
ELEVATION (m AHD) mm 0 mV 0 - 3TOPSOIL Moderate brown clayey topsoil. 19
(Recent) 3 - 6SANDY CLAY Dark yellowish orange and somewhat mottled grey, gritty sandy clay. Soft and sticky when wet. 5 15
6 - 9SANDY CLAY Dark yellowish orange and mottled grey sandy clay interbedded with fine sand layers. Not very rollable. Micaceous.
9 - 12SANDY CLAY Dark orange and mottled 10 10 grey overall. Sandy clay. Rollable and micaceous.
12 - 15.6SAND/GRAVEL Light brown to moderate brown overall. Clayey gravelly sand. Sand / Gravel is fine sand (0.06mm) to fine gravel (up to 5mm). Grains are sub-angular to very angular quartz grains. Grains are clear, milky, 15 5 pale yellow and pale orange (Iron stained). Sample is micaceous. 15.6 - 16.5SANDY GRAVEL Greyish orange mottled sandy clay. Micaceous. 16.5 - 18SAND Light brown slightly clayey sand. Micaceous. (Lost circulation within interval). 18 - 20CLAYEY SAND Dark yellowish orange overall. Mottled clayey sand. Sample is micaceous.
20 0 20 - 22SANDY GRAVEL Dark yellowish orange overall. Sandy clay. Sample is rollable and
Y (Quaternary) micaceous. 22 - 27GRAVEL/SAND Light brown silty sandy clayey gravel. Sand / gravel is fine sand (0.06mm) to medium gravel (up to 10mm). Grains are clear, milky white, pale yellow and pale orange quartz grains. Grains are sub-rounded to angular (for all 25 -5 grain sizes). Approximately 70% fine to medium
HINDMARSH CLA gravel and 20% fine to medium sand (only small percentage of coarse sand). Stiff grey clay from around 22m. Lost circulation at 26m. 27 - 30GRAVEL/SAND Greyish orange silty clayey gravelly sand. Sample is micaceous. Sand and gravel as above.
30 -10 30 - 33SAND/GRAVEL/CLAY Moderate brown to moderate red overall. Interbedded clayey gravelly sand. Gravel and sand as above. Sample is sticky and slimy (perhaps due to drilling mud).
33 - 36CLAY/SAND Moderate reddish greyish SWL orange overall. Moderate red hard plastic clay 34.26 m interbedded with grey silty sand and sandy clay. to 86m 35 -15 Introduction of fine (0.06-0.2mm) yellowish orange sand. Only small percentage of gravel as above. Class 12 PVC 36- 39CLAYEY SAND Light brown silty clayey sand. Sand is fine (0.1 to 0.15mm approximately). Sample is soft, rollable and micaceous. Sample also contains a very small percentage of gravel.
39 - 40.8CLAYEY SAND Dark yellowish orange 40 -20 silty clayey fine sand. Sample is micaceous but not rollable. 40.8 - 45SAND Dark yellowish orange to greyish orange overall. Fine (predominantly) to medium quartz sand. Grains are clear, pale yellow and pale orange in colour. Grains are sub-rounded to sub- angular in shape. Sample is micaceous and contains a small percentage of clay.
45 -25 45- 48SAND Dark yellowish orange to greyish orange silty fine sand. Sample is not rollable.
48 - 51SAND Dark yellowish orange to greyish orange overall. Fine (predominantly) to medium quartz sand. Grains are clear, pale yellow and pale 50 -30 orange in colour. Grains are sub-rounded to sub- angular in shape. Sample is micaceous and contains a small percentage of clay. 51- 54SAND Same as above, without clay.
54 - 60SAND/GRAVEL Dark yellowish orange 55 -35 overall. Fine sand (0.06mm) to medium gravel (up to 8mm). Predominantly (approximately 70%) medium sand (0.2 0.6mm), sub-rounded to sub- angular. Smaller percentage of fine to medium
CARISBROOKE SAND (Quaternary) gravel. Grains of quartz in all sizes are clear, milky white, pale yellow and pale orange (iron stained) in colour.
60 -40 60 - 63SAND/GRAVEL Dark yellowish orange overall. Same as above, with slightly higher percentage of gravel. 63 - 64SAND/GRAVEL Dark yellowish orange overall. Predominantly fine to medium quartz sand and fine gravel (up to 6mm). Grains are sub- rounded to sub-angular in shape and clear, milky white, pale yellow and pale orange (iron stained) in 65 -45 colour. Small amount of grey clay in sample. Sample is non calcareous. 64-67 SAND/GRAVEL/LIMESTONE/SHELLS
Y CREEK Moderate brown overall. Fine sand and gravels as above with pale yellow and light grey weak (crumble under fingers) limestone / sandstone. Sample also contains loose shells (bryozoal up to
SAND (Tertiray)
STONE / DR 3mm). Sample is calcareous.
HALLET COVE SAND- 67 - 68.5 LIMESTONE/SAND/GRAVEL/SHELLS 70 -50 Same as above, including sand, gravels and shells. Higher percentage of limestone. 68.5 - 70LIMESTONE/GRAVEL/SHELLS Pale yellowish poorly cemented weak limestone and light grey moderately cemented fossiliferous limestone (reasonably hard). Sample also containing fine quartz gravel (2-4mm). Gravel is sub-rounded to angular in shape and clear, milky, pale yellow and pale orange in colour. Sample also contains an 75 -55 abundance of shells, up to 5mm in size. 70 - 73SANDY LIMESTONE /SHELLS Greyish FORMATION (Tertiary) orange overall. Light grey moderately cemented UPPER PORT WILLUNGA fossiliferous limestone. Limestone is moderately hard to break. Sample also contains fine to medium sand and fine gravel, which is believed to be the product of drilling weak poorly cemented sandy limestone and contamination from 80 -60 Hallett Cove Sandstone and Dry Creek Sand. 73 - 74.5LIMESTONE Moderate brown overall. Pale yellowish orange sandy limestone, reasonably
MUNNO PARA
CLAY (Tertiary) soft. Light grey fossiliferous limestone, moderately hard. Sample contains an abundance of shells (up to 7mm) and fine quartz gravel (2-4mm) assumed to be contamination from above interval. 74.5 - 76LIMESTONE Same as above with higher content of greyish limestone. Sample is also 85 -65 contaminated with loose shells from above. 76 - 77LIMESTONE Dark yellowish brown overall. Sandy limestone. Same as above. 77 - 79CLAY Bluish grey sticky plastic fossiliferous clay. 79 - 82.6CLAY Dusky bluish grey clay with small percentage of sand from above interval. Limestone bar approximately 80.6 81.4m inferred from geophysical log. 90 -70 82.6 - 100LIMESTONE Medium dark grey overall. FORMATION (Tertiary) Light grey and bone white, soft, moderate to well cemented fossiliferous glauconitic limestone. Sample also contains moderately hard pieces of limestone and miscellaneous shells. Bryozoal up to 5mm present.
95 -75
LOWER PORT WILLUNGA
100 Job No. 6162 TOTAL DEPTH 100 m PIRSA Publishing Services 202295_003 Composite Water Well Log Unit No. 6628-20731 Observation No. PTG 83 T2 Aquifer Bore data Drilling data Completion data Chemistry Units Permit No. 56852 Start date 31/01/2002 Hole Diameter mm From To Bit pH 7.6 Unit No. 662820731 Finish date 02/02/2002 225 0.0 3.0 Blade TDS by EC 1000 mg/L Obs. No. PTG 83 Driller DWLBC 198 3.0 76.0 Blade EC 1860 uS/cm Purpose Observation Drilling Method Auger, Rotary TDS by calc. 1050 mg/L Circulation Mud Backfilled From To Material Ca 74.2 mg/L Location Data Maximum depth (m) 76.0 Mg 49.2 mg/L Hundred Port Gawler Completed depth (m) 76.0 K 7.9 mg/L Section No. 99 Samples logged by M. Stadter Casing Diameter mm From To Material Na 249 mg/L Easting (m AMG) 277800 208 0.0 3.0 PVC HCO3 332 mg/L Northing (m AMG) 6165482 Post-development data 142 0.0 56.0 PVC CO3 mg/L Datum GDA 94 Date 02/02/2002 Cl 390 mg/L Depth to water below Ref. Pt. (m) 32.91 Open Hole mm From To Material SO4 114 mg/L Elevation data mAHD SWL (m) 32.65 198 56.0 76.0 NO2/3 as N <0.005 mg/L Ground Surface 18.749 RSWL (m AHD) -13.90 NO2/3 as NO3 mg/L Ref. Point above Ground 0.265 Salinity Lab (mg/L) 821 From To Type Boron 1.25 mg/L Ref. Point 19.014 EC Lab (uS/cm) 1490 Grout 0.0 56.0 Cement Top of open interval 56.0 Yield (L/s) 4 Bentonite Seal Geophysics Bottom of open interval 76.0 Method Airlift Gravel Pack Job No. 6166
GEOLOGICAL DETAILS GEOPHYSICAL LOGS NEUTRON DEEP INDUCTION DENSITY 80 130 180 230 280 330 25 3545 55 65 1 1.5 2 2.5 LITHOLOGY CONSTRUCTION TA DETAILS GAMMA CPS MEDIUM INDUCTION ohm/m PT RES g/cc and 3585 135 185 25 3035 40 45 90 110 130 150 170 190 LITHOLOGICAL API CALIPER ohm/m SPON POT ohm
DEPTH (m) DESCRIPTION LOG 150170 190 210 230 -10 -8 -6 -4 -2 0
HYDRO DA
UNIT mm mV 0 ELEVATION (m AHD) TOPSOIL 18 0 - 3 Dark brown Micaceous.
(Recent) 3 - 4SANDY LOAM Moderate brown overall. 15 Fine to medium sandy loam. Calcretey and Micaceous. 5 4 - 9CLAY Light brown gritty clay. Small percentage of fine sand. Very rollable. Somewhat calcretey.
10 9 - 12CLAY Pale reddish brown overall. 10 Reddish brown and grey clays. Slightly gritty and very sticky when wet. Nice and rollable, and also containing calcrete.
12 - 15CLAY/GRAVEL Moderate red and light grey clays. Small percentage of fine quartz gravel (2-6mm). Grains are clear and milky in colour. 5 Sample is rollable and forms thin sheets when dry.
15 15 - 18CLAY Light red and light grey clays. Clays are only slightly gritty yet sticky when wet. Sample is rollable.
CLAY
HINDMARSH CLAY (Quaternary) 18 - 21 Moderate orange, light pinkish 0 and light grey clays. Good clean sample of clay, no grit. Sample dried into thin sheets. 20
21- 24.8CLAY Pale red and light grey clays. Same as above.
-5
25 24.8 - 27CLAYEY SAND Light greyish orange clayey sand. Fine to medium, sub-rounded to sub-angular quartz sand. Grains are clear and off- white when washed. Sample is micaceous. 27- 30SAND Greyish orange overall. Sand is fine to medium, sub-angular (predominantly) to sub-rounded quartz grained. Grains are clear, -10 pale white and yellow in colour. Sample is micaceous. 30 30 - 33SAND Very pale orange overall. Sand is fine to medium (~0.2mm) sub-rounded to sub- angular quartz grained. Grains are clear, milky, SWL yellow and orange in colour. 32.65 m 33 - 36SAND Very pale orange and very light -15 grey overall. Same as above.
to 56m 35
Class 12 PVC
36 - 39SAND Greyish orange overall. Same as above. Higher percentage of bright orange CARISBROOKE SAND (Quaternary) sand.
-20 39 - 40.8SAND Dark yellowish orange. 40 Predominantly yellow and orange sand as above. Non-calcareous. 40.8 - 44.4LIMESTONE/SAND Dark yellowish orange overall. Sands to approximately 44m, and hard moderately well cemented yellow to off-white limestone (not very fossiliferous). Sample also
(Tertiray) contains fine quartz gravel (2-6mm). Calcareous.
UPPER PORT
-25 WILLUNGA FM 44.4 - 48CLAY Bluish dark grey clay. Sticky 45 and very plastic. Fossiliferous. Small amounts of yellow limestone.
48 - 51CLAY Dark bluish grey and orange clay -30 with limestone. Same as above. Limestone bars
(Tertiary) 48.4 49.6m and 50.2 51m inferred from 50 geophysical log.
MUNNO PARA CLAY 51 - 52.4CLAY/LIMESTONE Bluish grey clay with grey fossiliferous limestone. Limestone is poorly cemented. Sample also contained limey sand, which looked like the product of drilling. Bryozoal fragments present. -35 52.4 - 57LIMESTONE Moderate grey overall. Light grey to bone coloured limestone when dry. 55 Limestone is fossiliferous, well cemented and quite hard. Fossils include bryozoal as well as miscellaneous sea sponges. 57 - 60LIMESTONE Light grey limestone, poorly cemented and easily broken. Sample contains numerous shells and an abundance of -40 fine lime, which may be a product of drilling.
60 60 - 63.5LIMESTONE/SAND Light grey to off- white overall. Soft and hard grey limestone. Introduction of medium to coarse (approximately 0.7mm) sub-rounded to sub-angular grained quartz sand.
-45 FORMATION (Tertiary) 63.5 - 67LIMESTONE/SAND Light olive grey overall. Well-cemented grey limestone with 65 poorer cemented olive to pale yellow limestone (relatively easy to break). Very small amount of quartz sand. Sample is fossiliferous with an abundance of bryozoal. 67 - 70LIMESTONE/SAND Medium dark grey overall. Moderate to well cemented grey and olive grey limestone. Soft and quite hard (angular from -50 being cut) pieces. Very fossiliferous sample containing bryozoal, fan shaped shells and small 70 dome like shells. Small amount of fine to medium, LOWER PORT WILLUNGA sub-rounded to sub-angular quartz sand. 70 - 72.5LIMESTONE/SAND Medium grey fossiliferous limestone. Limestone is hard and well cemented. Small amount of fine to medium, sub-rounded to sub-angular quartz sand. LIMESTONE/SAND -55 72.5 - 75 Medium grey/olive overall. Moderate grey and pale yellowish grey limestone. Limestone is fossiliferous and moderate 75 to well cemented. Sample also contained loose bryozoal and a small amount of fine to medium, sub-rounded to sub-angular quartz sand. TOTAL DEPTH LIMESTONE/SILT 75 - 76 Olive grey overall. 76 m Moderate grey well cemented limestone and olive to light grey marly silt. Sample also contained a -60 small amount of fine to medium, sub-rounded to sub-angular quartz sand.wn sandy topsoil. 80 Job No. 6166 PIRSA Publishing Services 202295_004 Composite Water Well Log Unit No. 6628-20732 Observation No. PTG 84 T2 Aquifer Bore data Drilling data Completion data Chemistry Units Permit No. 56847 Start date 02/02/2002 Hole Diameter mm From To Bit pH 7.6 Unit No. 662820732 Finish date 06/02/2002 225 0.0 3.0 Blade TDS by EC 1000 mg/L Obs. No. PTG 84 Driller DWLBC 200 3.0 51.0 Blade EC 1860 uS/cm Purpose Observation Drilling Method Auger, Rotary 140 50.0 70.0 Roller bit TDS by calc. 1010 mg/L Circulation Mud Backfilled From To Material Ca 63.7 mg/L Location Data Maximum depth (m) 70.0 Mg 38.2 mg/L Hundred Port Gawler Completed depth (m) 70.0 K 8.5 mg/L Section No. 174 Samples logged by M. Stadter Casing Diameter mm From To Material Na 25.3 mg/L Easting (m AMG) 279334 208 0.0 3.0 PVC HCO3 308 mg/L Northing (m AMG) 6168566 Post-development data 142 0.050.0 51.0 PVC CO3 mg/L Datum GDA 94 Date 06/02/2002 Cl 403 mg/L Depth to water below Ref. Pt. (m) 13.32 Open Hole mm From To Material SO4 95.4 mg/L Elevation data mAHD SWL (m) 13.12 140 51.050.0 70.0 NO2/3 as N <0.005 mg/L Ground Surface 17.292 RSWL (m AHD) 4.17 NO2/3 as NO3 mg/L Ref. Point above Ground 0.197 Salinity Lab (mg/L) 1010 From To Type Boron 1.36 mg/L Ref. Point 17.489 EC Lab (uS/cm) 1830 Grout 0.050.0 51.0 Cement Top of open interval 51.0 Yield (L/s) 4to5 Bentonite Seal Geophysics Bottom of open interval 70.0 Method Airlift Gravel Pack Job No. 6169
GEOLOGICAL DETAILS GEOPHYSICAL LOGS NEUTRON DEEP INDUCTION 0 100 200300 400 10 20 30 40 50 60 70 LITHOLOGY CONSTRUCTION DETAILS GAMMA CPS MEDIUM INDUCTION ohm/m and 3080 130 180 10 15 20 25 3035 40 LITHOLOGICAL API CALIPER ohm/m
DEPTH (m) DESCRIPTION LOG 140 145 150 155 160 165
HYDRO DATA
UNIT mm 0 ELEVATION (m AHD) 17 0 - 3TOPSOIL Moderate brown gritty clayey topsoil. Sample is micaceous and calcretey.
15
(Recent) 3 - 6SAND/CLAY/GRAVEL Clayey gravelly sand to gravelly clayey sand. Moderate reddish orange and light grey overall. Sand is fine to medium 5 grained (0.06 to 0.6mm) quartz, sub-rounded to sub-angular. Gravel is medium grained (8–15mm) sub-angular to angular quartz. Sample is soft and rollable (yet not sticky) and micaceous. 10 6 - 9CLAY/SAND Pale red and light grey overall. Pale red clay interbedded with light grey fine to medium quartz sand. Grains are sub- rounded predominantly to sub-angular. Grains are also generally clear. Sample isn't rollable 10 and definitely not sticky. Sample is micaceous. 9 - 13CLAYEY SAND Moderate reddish orange, bright orange and light grey clayey sand. Sample is the same as above with higher percentage of SWL 5 light grey sand. Sample is also micaceous. 13.12 m 13 - 15SAND Bright orange and bone white overall. Sand is fine to medium grained, sub- rounded to sub-angular quartz. Grains are clear, milky and pale orange predominantly. 15 Y (Quaternary) 15 - 21SAND Dark yellowish orange overall. Fine (0.06–0.2mm) predominantly to medium quartz sand. Grains are sub-rounded to sub- 0 angular and clear, milky, pale orange and orange in colour. Sample also contains a very small percentage of clay and is micaceous. Sample is not rollable.
HINDMARSH CLA 20
21 - 24SAND/CLAY/GRAVEL Clayey gravelly sand. Greyish orange overall. Sand as above with -5 light grey clay and gravel. Sample is micaceous and only just rollable. Gravel is fine to medium (5-8mm) grained, sub-angular quartz. Gravel is generally clear and milky in colour. Presumably interbedded. 25 24 - 28CLAYEY SAND Pale yellowish orange overall. Fine (0.06-0.2mm) predominantly to medium grained sub-rounded to sub-angular quartz sand. Grains are clear, milky, pale yellow -10 and orange in colour. Small percentage of light grey clay. Sample is micaceous and is only just rollable. 28 - 33.6SAND Pale yellowish orange overall. 30 Bright yellow and light grey sands. Sand is fine to medium grained sub-rounded to sub-angular quartz. Grains are clear, milky and pale yellow in colour. Hard bar from 33.2 to 33.6m inferred from
-15 (Quaternary) geophysical log. Non calcareous.
CARISBROOKE SAND MUNNO 33.6 - 35CLAY Clay is quite hard, darkish grey
PARA clay and dried into clumps. It is believed to be the to 51m CLAY 35 thinning of the formation, near the Munno Para
Class 12 PVC Clay limit. Calcareous. 35 - 36LIME/SILT/SHELLS/CLAY Pale olive and pale yellow overall. Sample is a mixture of -20 intervals including clay, silt, lime and a small amount of sand from above. Lime is off-white to bone in colour and is very friable or crumbly. Sample also contains corals (sponges) and bryozoal (up to 4mm). 40 36 - 39SANDY LIMESTONE Pale yellow sandy limestone. Very weak. Crushable with fingers under hardly any pressure. Sand is fine (generally less than 0.2mm). -25 39 - 42LIMESTONE Dark yellowish orange overall. Very weak sandy limestone. Quartz grains are fine to medium in size (less than 0.5mm) Quite breakable. Bryozoal up to 3mm present. 45 42 - 45LIMESTONE Moderate yellow overall. Dark yellowish orange sandy limestone, easily breakable as above. Also pale yellow to off white glauconitic limestone. Moderately cemented. -30 Breakable (reasonably). Bryozoal up to 5mm present. 45 - 51N/A NO RETURN TOTAL LOSS OF CIRCULATION. 50
51 - 54LIMESTONE Yellowish grey overall.
FORMATION (Tertiary) Poorly cemented olive and yellow fossiliferous -35 limestone as well as moderately cemented grey fossiliferous limestone. Both are generally breakable. 54 - 57LIMESTONE Medium light grey overall. 55 Mixture of poorly cemented yellowish grey limestone as above and harder, well-cemented bluish grey fossiliferous limestone.
-40 57 - 60LIMESTONE Medium grey overall. Moderate to well cemented limestone. Generally breakable.
LOWER PORT WILLUNGA
60 60 - 63LIMESTONE Light olive grey overall. Moderate to well cemented grey limestone. Soft to hard pieces present in sample. Very small percentage of shell fragments (bryozoal) in sample. -45 63 - 66LIMESTONE Greenish grey overall. Grey and some bluey grey, moderately well cemented limestone. Quite breakable, not very fossiliferous. 65
66 - 69LIMESTONE Dark greenish grey overall. Olive green and pale olive yellow poorly cemented -50 fossiliferous limestone. Limestone is quite weak and easily broken.
69 - 70SANDY/LIMESTONE Light olive grey 70 overall. Light olive / pale grey and dark marly olive fossiliferous limestone. Limestone is poorly TOTAL DEPTH cemented, quite soft and easily broken. Sample also contained olive marly sand, may be product 70 m -55 of drilling.
75 Job No. 6169 PIRSA Publishing Services 202295_005 Composite Water Well Log Unit No. 6628-20733 Observation No. MPA 156 T2 Aquifer Bore data Drilling data Completion data Chemistry Units Permit No. 56848 Start date 07/02/2002 Hole Diameter mm From To Bit pH 7.7 Unit No. 662820733 Finish date 09/02/2002 225 0.0 1.8 Blade TDS by EC 560 mg/L Obs. No. MPA 156 Driller DWLBC 200 1.8 100.0 Blade EC 1020 uS/cm Purpose Observation Drilling Method Auger, Rotary TDS by calc. 557 mg/L Circulation Mud Backfilled From To Material Ca 55.6 mg/L Location Data Maximum depth (m) 100.0 Mg 20.8 mg/L Hundred Munno Para Completed depth (m) 100.0 K 5.1 mg/L Section No. 3296 Samples logged by M. Stadter Casing Diameter mm From To Material Na 128 mg/L Easting (m AMG) 287948 208 0.0 1.8 PVC HCO3 265 mg/L Northing (m AMG) 6164417 Post-development data 142 0.0 84.0 PVC CO3 mg/L Datum GDA 94 Date 09/02/2002 Cl 175 mg/L Depth to water below Ref. Pt. (m) 30.45 Open Hole mm From To Material SO4 43.3 mg/L Elevation data mAHD SWL (m) 30.31 200 84.0 100.0 NO2/3 as N <0.005 mg/L Ground Surface 37.545 RSWL (m AHD) 7.23 NO2/3 as NO3 mg/L Ref. Point above Ground 0.137 Salinity Lab (mg/L) 556 From To Type Boron 0.52 mg/L Ref. Point 37.682 EC Lab (uS/cm) 1010 Grout 0.0 84.0 Cement Top of open interval 84.0 Yield (L/s) 5 Bentonite Seal Geophysics Bottom of open interval 100.0 Method Airlift Gravel Pack Job No. 6170
GEOLOGICAL DETAILS GEOPHYSICAL LOGS NEUTRON DEEP INDUCTION DENSITY CONSTRUCTION 95 145 195 245 295 345 25 3545 55 65 1 1.2 1.4 1.6 1.8 2 LITHOLOGY TA DETAILS GAMMA CPS MEDIUM INDUCTION ohm/m PT RES g/cc and 3080 130 180 25 35 45 55 65 120 130 140150 160 170 180 LITHOLOGICAL API CALIPER ohm/m SPON POT ohm DEPTH (m) DESCRIPTION LOG 140 160 180200 220 -40-20 0 20 40
UNIT HYDRO DA mm ELEVATION (m AHD) mV 0 37 0 - 3TOPSOIL Dark reddish brown sandy clayey topsoil.
35 (Recent) 3 - 6CLAY Moderate brown sandy clay. Rollable and sticky when wet. Sample is micaceous.
5
6 - 9CLAY Moderate reddish brown overall. Very sticky and only slightly gritty clay. Sample is 30 rollable and micaceous.
9 - 12CLAY Moderate reddish orange sticky clay. 10 Sample is very rollable.
12 - 15SANDY CLAY Moderate reddish orange 25 overall. Silty gritty clay with small amount of coarse sand (0.6–2mm in diameter). Sample is micaceous but not overly rollable.
15 15 - 18CLAY Moderate reddish orange gritty sandy clay. Sample is rollable and micaceous. Sand is medium to coarse (0.2 to 2mm), sub- rounded to sub-angular quartz grained. 20 18 - 21SAND/GRAVEL/CLAY Moderate reddish orange overall. Grey clay interbedded with coarse sand to fine gravel (0.6-2mm). Grains are sub- 20 rounded to sub-angular and clear to pale yellow (with minor mafic) in colour. Sample is micaceous. 21 - 24CLAY Pale yellowish brown overall. Silty gritty brown and grey clay. Sample is somewhat 15 sticky but not rollable. Sample contains coarse sand as above.
24 - 27CLAY Moderate yellowish brown overall. 25 Same as above without grit or sand. Sample is only just rollable.
27 - 28.8GRAVEL/SAND Light brown overall. 10 Coarse sand to predominantly gravel. Gravel is fine to medium (2mm up to 10mm in diameter) in size and sub-rounded to angular in shape. Grains SWL are clear, white, pale yellow, orange and mafic in 30 colour. Sample is micaceous. 30.31 m 28.8 - 34.4GRAVEL Moderate yellowish brown sandy gravel. Coarse sand and fine to medium gravel as above. Gravel consists of quartz and 5 sandstone.
34.4 - 38GRAVELLY CLAY Dark yellowish to 84m 35
HINDMARSH CLAY (Quaternary) orange overall. Gravelly sandy clay. Gravel is Class 12 PVC medium to coarse (6–20mm) in size and consists of angular pieces of quartz. Sand is fine to medium in size. Sample is rollable and micaceous. Clay 0 layer 34.4 to 36.0 m inferred from geophysical log. 38 - 40.8SANDY CLAY Dark yellowish orange sandy clay. Sample consists of yellowish orange and grey mottled clays. Clays are micaceous and 40 very rollable. Sand is fine to medium grained. 40.8 - 45CLAYEY SAND Pale yellowish orange clayey sand. White, off-white and yellow quartz sands. Grains are fine to medium in size and sub- -5 rounded to sub-angular in shape.
45 45 - 48CLAY/GRAVEL Dark yellowish orange overall. White, off-white and yellow quartz sands. Grains are fine to coarse in size and sub-rounded to sub-angular in shape. Sample also contains fine -10 quartz gravel (2-6mm), which is also sub-rounded to sub-angular. 48 - 50SAND Bright yellow, orange and white quartz sands. Sand is fine to medium in size 50 (approximately 0.2mm predominantly) and sub- rounded to sub-angular in shape. Grains are clear, milky and pale yellow in colour. Sample is micaceous. 50 - 52SANDY CLAY Bright yellow and orange -15 sands as above, interbedded with light olive and medium grey clays. Sample is rollable but not overly sticky. 52 - 54SAND/CLAY Bright yellow, orange and 55 white sands as above (fine to medium and sub- rounded to sub-angular) and medium grey clay. Clay is rollable and very plastic. Presumably interbedded. 54 - 57CLAY/SAND Yellowish grey overall. -20 Same as above, with higher percentage of grey plastic clay. Sands are fine to medium and sub- rounded to sub-angular. Sample is very rollable. Presumably interbedded. 60 57 - 59.2CLAY/SAND Yellowish grey overall. Hard plastic and rollable grey clay and fine to medium yellow and white quartz sands. Sample is micaceous. Presumably interbedded. -25 59.2 - 64SANDY GRAVEL Yellowish grey overall. Fine to medium yellow and white sands and fine to medium quartz and sandstone gravel. Small percentage of coarse gravel up to 30mm. SAND 65 64 - 67.4 Yellowish grey clayey sand. Bone white and pale yellow fine to medium quartz (Quaternary) sands. Grains are sub-rounded to sub-angular. Sample is micaceous and non calcareous.
CARISBROOKE SAND -30 67.4 - 69.2CLAY Stiff grey clay, non-sticky, almost brittle when dry. Non calcareous. 69.2 - 72SAND/SHELLS/LIMESTONE Moderate yellowish brown overall. Fine quartz sand less 70 than 0.2mm in diameter. Miscellaneous shell fragments (bryozoal) and moderately cemented greyish orange limestone. Sample is calcareous.
72 - 74LIMESTONE/SHELLS Light grey and -35 greyish orange overall. Moderately cemented greyish orange fossiliferous limestone. Limestone is breakable. Sample contains miscellaneous shells (bryozoal). 75 74 - 76LIMESTONE Light grey and orange
FORMATION (Tertiary)
UPPER PORT WILLUNGA overall. Silty limestone. Pale yellowish orange sandy fossiliferous limestone. Limestone is moderately to mostly well cemented, containing -40 minor mafic grains. Pieces up to 15mm present. Sample also contains light grey moderate to well
CLAY (Teriary) MUNNO PARA cemented limestone with minor glauconite. 76 - 78.4CLAY Medium grey overall. Dark bluish grey sticky plastic clay. Small amounts of 80 grey limestone with minor glauconite. 78.4 - 85LIMESTONE Light olive grey silty marly limestone. Pale yellow and grey moderately well cemented limestone. Sample contains -45 miscellaneous shells and is a little sticky when wet.
85 85 - 88LIMESTONE Medium light grey overall. Silty marly limestone. Pale olive and light grey moderate to well cemented glauconitic limestone. Sample a little sticky. -50 88 - 91LIMESTONE/SHELLS Medium light grey
FORMATION (Tertiary) overall. Silty sandy limestone. Pale olive yellow sandy limestone. Limestone is moderate to well 90 cemented (only just breakable under fingers). Sample contains loose shells (predominantly sponges) up to 5mm and loose quartz grains up to 1mm. 91 - 94LIMESTONE/SHELLS Dark grey overall. -55 Same as above with introduction of greenish black well cemented glauconitic limestone. 94 - 97LIMESTONE/SHELLS/SAND Medium dark grey overall. Light greyish olive moderate to 95
LOWER PORT WILLUNGA well cemented limestone. Limestone is quite hard. Sample contains an abundance of broken shell fragments (bryozoal up to 8mm) and small percentage of clear quartz grains up to 2mm. -60 97 - 100LIMESTONE/SHELLS Medium grey overall. Marly limestone. Light greyish olive moderate to well cemented limestone. Limestone is quite hard. Sample contains an abundance of -62 broken shell fragments (bryozoal up to 8mm). 100 Job No. 6170 TOTAL DEPTH 100 m PIRSA Publishing Services 202295_006 Composite Water Well Log Unit No. 6628-20734 Observation No. MPA 157 T2 Aquifer Bore data Drilling data Completion data Chemistry Units Permit No. 57452 Start date 09/02/2002 Hole Diameter mm From To Bit pH 7.3 Unit No. 662820734 Finish date 12/02/2002 225 0.0 2.0 Blade TDS by EC 1700 mg/L Obs. No. MPA 157 Driller DWLBC 200 2.0 120.0 Blade EC 3070 uS/cm Purpose Observation Drilling Method Auger, Rotary TDS by calc. 1730 mg/L Circulation Mud Backfilled From To Material Ca 200 mg/L Location Data Maximum depth (m) 120.0 Mg 68.5 mg/L Hundred Munno Para Completed depth (m) 120.0 K 9.2 mg/L Section No. 3055 Samples logged by M. Stadter Casing Diameter mm From To Material Na 336 mg/L Easting (m AMG) 280472 208 0.0 2.0 PVC HCO3 214 mg/L Northing (m AMG) 6158816 Post-development data 142 0.0 96.0 PVC CO3 mg/L Datum GDA 94 Date 12/02/2002 Cl 817 mg/L Depth to water below Ref. Pt. (m) 29.39 Open Hole mm From To Material SO4 190 mg/L Elevation data mAHD SWL (m) 29.13 200 96.0 120.0 NO2/3 as N 0.009 mg/L Ground Surface 16.248 RSWL (m AHD) -12.89 NO2/3 as NO3 mg/L Ref. Point above Ground 0.257 Salinity Lab (mg/L) 1726 From To Type Boron 2.87 mg/L Ref. Point 16.505 EC Lab (uS/cm) 3110 Grout 0.0 96.0 Cement Top of open interval 96.0 Yield (L/s) 5 Bentonite Seal Geophysics Bottom of open interval 120.0 Method Airlift Gravel Pack Job No. 6171
GEOLOGICAL DETAILS GEOPHYSICAL LOGS NEUTRON DEEP INDUCTION DENSITY 150200 250 300 350 45 55 65 1 1.5 2 LITHOLOGY CONSTRUCTION DETAILS GAMMA CPS MEDIUM INDUCTION ohm/m PT RES g/cc 25 and 50100 150 30 35 40 380 400 420 LITHOLOGICAL API CALIPER ohm/m SPON POT ohm DEPTH (m) DESCRIPTION LOG 100150 200 -40 -30 -20 -10 0
ELEV. (m-AHD)
HYDRO DATA
UNIT 0 mm mV 0 - 4TOPSOIL Moderate brown clayey, 15 sandy topsoil. Micaceous. A little sticky when wet and also contains calcrete.
(Recent)
4 - 6SANDY CLAY Reddish brown sandy 5 clay. Reasonably rollable and micaceous. Sample is sticky when wet and also contains 10 calcrete.
6 - 9CLAY Mottled greyish red silty gritty clay. Sample is only just rollable and sticky when wet. Contains calcrete as above.
10 9 - 15CLAYEY SAND Moderate yellowish brown clayey sand. Fine to medium sand, 5 predominantly sub-rounded to sub-angular. Micaceous. Greyish clay only just rollable. Sample is non calcareous.
15 15 - 18SAND Moderate yellowish brown overall. Fine to medium sand, predominantly 0 sub- rounded to sub-angular. Very micaceous. Grains consist of clear to pale yellow quartz. Sample isn't rollable. 18 - 20.4SAND/GRAVEL Moderate yellowish brown overall. Fine to medium quartz sand, predominantly sub-rounded to 20 sub-angular. Small percentage of coarse sand to fine gravel and even smaller -5 percentage of medium gravel (up to 10mm). Quartz and sandstone gravel. 20.4 - 24CLAYEY SAND Moderate yellowish brown clayey sand. Fine to medium quartz sand, predominantly sub-rounded to 25 sub-angular as above. Micaceous. Rollable. 24 - 27CLAY Pale reddish brown overall. -10 Pale red and light grey mottled clays. Very sticky when wet and rollable. Sample not very gritty and dried into thin sheets. 27 - 29.2CLAY Moderate reddish brown SWL Y (Quaternary) overall. Same as above, with higher 29.13 m concentration of red clay. 30 29.2 - 33CLAYEY SAND Moderate yellowish brown clayey sand. Pale red clay -15 from above interbedded with grey fine to medium quartz grained sand. Predominantly sub-rounded to sub-angular. Micaceous. HINDMARSH CLA 33 - 35.2SAND/GRAVEL/CLAY Greyish orange overall. Interbedded clayey gravelly sand and sandy gravelly clay. Mottled pale 35 red and grey clays. Sand is fine to medium grey and orange sands. Small percentage of -20 fine (predominantly) to medium quartz gravel (up to 15mm). 35.2 - 39.6CLAY Moderate yellowish brown silty sandy clays. Rollable and sticky when wet. Micaceous. 39.6 - 41.2CLAYEY SAND Dark yellowish 40 orange clayey sand. Fine to medium, sub- rounded to sub-angular quartz grained sand -25 and orange and grey mottled clays (micaceous). 41.2 - 46CLAY Very pale orange gritty clay. Very rollable (almost plastic). Micaceous.
46 - 48CLAYEY SAND Pale yellowish 45 orange clayey sand. Off white to grey, fine to medium grained sand. Grains are -30 predominantly sub-rounded to sub-angular quartz grains. Small amount of grey clay as above. 48 - 52SAND/GRAVEL Dark yellowish orange overall. Light grey and bright yellow 50 quartz sands. Fine to medium, sub-rounded PVC Class 12 to 96m to sub-angular. Clear, milky and pale yellow -35 coloured quartz grains. Sample also containing fine to medium, sub-rounded to sub- angular quartz gravel (up to 10mm). Gravel is clear, milky, pale yellow and pale orange in colour. 52 - 53.2CLAY Reasonably hard grey clay. 55 Depth inferred from geophysical log. 53.2 - 60SAND Dark yellowish orange -40 overall. Fine to medium quartz sand predominantly sub- rounded to sub-angular. Grains are clear and pale yellow in colour. Micaceous. 60 - 64SAND/GRAVEL Dark yellowish orange overall. Fine to medium quartz sand 60 predominantly sub- rounded to sub-angular. Grains are clear and pale yellow in colour. -45 Small percentage of coarse sand to fine gravel. Gravel is also sub-rounded to sub- angular quartz, containing mafic coloured CARISBROOKE SAND (Quaternary) grains in addition to clear and pale yellow grains. Micaceous. Non calcareous. 64 - 67SHELLS/LIMESTONE Medium grey 65 overall. Moderately cemented grey to off (Tertiary) white fossiliferous limestone. Sample -50 containing an abundance of shells. Obviously calcareous. 67 - 73SHELLS/LIMESTONE Medium grey overall. As above, with a higher percentage of shells. 70
-55 73 - 75LIMESTONE/SHELLS Light olive grey overall. Moderate to well cemented light grey fossiliferous limestone and loose shells. Sample also contains orange to brown clay.
75 HALLETT COVE SANDSTONE/DRY CK SAND 75 - 79LIMESTONE Medium grey overall. Poor to moderately cemented fossiliferous -60 limestone and loose shells (bryozoal up to 5mm). Sample also containing clay as above unit.
79 - 83.2LIMESTONE Medium grey to light 80 olive overall. Moderately cemented grey fossiliferous limestone. Soft and harder -65 pieces present. Fewer shells than above.
UPPER PT WILLUNGA FM (Tertiary)
83.2 - 91.2CLAY Medium grey overall. Bluish grey sticky plastic clay and moderate to 85 well cemented light grey to light olive fossiliferous limestone with loose shells. -70 Limestone bar 88.4 89.2m inferred from geophysical log.
90
MUNNO PARA CLAY (Tertiary) -75 91.2 - 97LIMESTONE Medium light grey overall. Moderately cemented grey and off white glauconitic limestone. Sample also containing bryozoal and miscellaneous corals. 95
-80 97 - 103LIMESTONE Light grey overall. Moderately cemented grey limestone and moderate to well cemented off white limestone. Quite hard and glauconitic. Sea 100 sponges, shells (bryozoal) and miscellaneous corals.
-85 103 - 106LIMESTONE Light olive grey overall. Grey and light grey fossiliferous limestone. Moderate to well cemented medium to hard limestone. Sample containing spiral shaped shells (and clays from above intervals).
105 FORMATION (Tertiary) LIMESTONE -90 106 - 109 Medium grey overall. Light grey limestone when dry. Well cemented and quite hard limestone with a decrease in fossil abundance. Only a small percentage of sea sponges evident. Sample is also clayey, as above, possibly due to 110 contamination from other intervals. 109 - 112LIMESTONE Medium grey / olive -95 LOWER PT WILLUNGA grey overall. Light grey to off white (bone) fossiliferous limestone, moderate to well cemented. Small percentage of quartz sand in sample. 112 - 115LIMESTONE Medium olive grey overall. Light grey moderate to well cemented 115 fossiliferous limestone. Small percentage of quartz sand and shells up to 12mm. -100 115 - 120LIMESTONE Medium olive grey overall. Moderate to well cemented soft and hard fossiliferous limestone and softer sandy light grey limestone (micaceous).
120 Job No. 6171 TOTAL DEPTH 120 m PIRSA Publishing Services 202295_007 Composite Water Well Log Unit No. 6628-20735 Observation No. MPA 158 T2 Aquifer Bore data Drilling data Completion data Chemistry Units Permit No. 57535 Start date 13/02/2002 Hole Diameter mm From To Bit pH 8.1 Unit No. 662820735 Finish date 15/02/2002 225 0.0 2.0 Blade TDS by EC 730 mg/L Obs. No. MPA 158 Driller DWLBC 200 2.0 86.0 Blade EC 1320 uS/cm Purpose Observation Drilling Method Auger, Rotary TDS by calc. 716 mg/L Circulation Mud Backfilled From To Material Ca 51.8 mg/L Location Data Maximum depth (m) 86.0 Mg 34.3 mg/L Hundred Munno Para Completed depth (m) 86.0 K 11.5 mg/L Section No. 3027 Samples logged by M. Stadter Casing Diameter mm From To Material Na 169 mg/L Easting (m AMG) 279850 208 0.0 2.0 PVC HCO3 209 mg/L Northing (m AMG) 6163287 Post-development data 142 0.0 68.0 PVC CO3 mg/L Datum GDA 94 Date 15/02/2002 Cl 283 mg/L Depth to water below Ref. Pt. (m) 48.88 Open Hole mm From To Material SO4 64 mg/L Elevation data mAHD SWL (m) 48.60 200 68.0 86.0 NO2/3 as N 0.081 mg/L Ground Surface 21.067 RSWL (m AHD) -27.54 NO2/3 as NO3 mg/L Ref. Point above Ground 0.278 Salinity Lab (mg/L) 567 From To Type Boron 0.99 mg/L Ref. Point 21.345 EC Lab (uS/cm) 1030 Grout 0.0 68.0 Cement Top of open interval 68.0 Yield (L/s) 2to3 Bentonite Seal Geophysics Bottom of open interval 86.0 Method Airlift Gravel Pack Job No. 6179
GEOLOGICAL DETAILS GEOPHYSICAL LOGS NEUTRON DEEP INDUCTION DENSITY CONSTRUCTION 75 125 175 225 275 325 25 3545 55 65 0.5 1 1.5 2 2.5 LITHOLOGY TA DETAILS GAMMA CPS MEDIUM INDUCTION ohm/m PT RES g/cc and 525 45 65 85 105 125 20 25 3035 40 45 50 420 430 440 450 460 470 LITHOLOGICAL API CALIPER ohm/m SPON POT ohm DEPTH (m) DESCRIPTION LOG 150200 250 300 350 -80 -70 -60 -50
UNIT HYDRO DA mm 0 ELEVATION (m AHD) mV 0 - 3TOPSOIL Dark reddish brown sandy clayey 20 topsoil. Sample contains calcrete and is micaceous.
(Recent) 3 - 6CLAY Moderate reddish brown sandy clay and topsoil. Sample contains calcrete and is also micaceous. Sample is rollable and a little sticky 5 when wet.
15 6 - 9CLAY Moderate yellowish brown gritty calcretey clay. Sample is micaceous and sticky when wet. It is also nice and rollable and dried into sheets.
9 - 12CLAY Moderate yellowish brown silty clay. 10 Smooth and a little sticky when wet. Rollable but with low plasticity. Small percentage of calcrete 10 present.
12 - 15CLAY Pale reddish brown overall. Red and grey layered clays. Very sticky when wet, although not very rollable or plastic.
15 15 - 18CLAY Moderate reddish brown overall. Same as above. 5
18 - 21CLAYEY SAND Pale red and light grey overall. Light grey fine to coarse grained (0.15 to 0.2mm) quartz sand. Grains are sub-rounded to 20 sub-angular. Sample is interbedded with pale red clays and is micaceous. 0 21 - 24SAND/CLAY/GRAVEL Greyish orange pink sandy gravelly clay to clayey gravelly sand. Sand from above interval interbedded with orange, brown and grey clays. Gravel is fine (up to 5mm) and consists of clear, milky, pale yellow and pale orange quartz. Sample is micaceous. SAND/CLAY/GRAVEL
HINDMARSH CLAY (Quaternary) 24 - 27 Greyish orange and 25 pink clayey sand. Predominantly fine (0.1mm) to medium (0.6mm) sand interbedded with small amount -5 of fine gravel, up to 6mm. Sand is predominantly sub-rounded. Gravel is sub-rounded to sub-angular. Quartz grains are clear, milky white, pale yellow and pale orange in colour. Sample is sticky and rollable. 27 - 30CLAYEY SAND/GRAVEL Very pale orange and light grey clayey sand. Fine (0.1mm) to 30 predominantly medium (0.6mm) sand interbedded with small amount of fine gravel, up to 6mm. Sand is -10 predominantly sub-rounded. Gravel is sub-rounded to sub-angular. Quartz grains are clear, milky white, pale yellow and pale orange in colour. Sample is micaceous, only just rollable and not sticky. 30 - 34CLAY/SAND/GRAVEL Light grey and greyish orange overall. Clayey sand to sandy clay. Fine (0.1mm) to predominantly medium (0.6mm) to 68m 35 sand interbedded with small amount of fine gravel, up Class 12 PVC to 6mm. Sand is predominantly sub-rounded. Gravel -15 is sub-rounded to sub-angular. Quartz grains are clear, milky white, pale yellow and pale orange in colour. Sample is rollable and micaceous but not overly sticky. 34 - 38.5CLAYEY SAND/GRAVEL Greyish orange overall. Clayey sand. Grey plastic clay interbedded with fine to coarse sand and fine to medium gravel. 40 Sand is sub-rounded to sub-angular and consists of clear, milky white, pale yellow and pale orange quartz -20 grains. Gravel is sub-rounded to angular and consists of quartz and sandstone pieces up to 15mm. Sample is micaceous. 38.5 - 43CLAYEY SAND/GRAVEL Dark yellowish orange. As above. Higher percentage of sand than gravel. Clay assumed to be from 30-34m. SAND/GRAVEL 45 43 - 46 Dark yellowish orange overall. Fine to medium sub-rounded to sub-angular -25 quartz sand. Clear, milky white, pale yellow and pale orange coloured grains. Small percentage of coarse sand to fine gravel (up to 4mm). Gravel consists of sub-rounded to angular quartz and sandstone. Very SWL small percentage of clay (contamination from above). 48.60 m Sample is micaceous. 46 - 49SAND/GRAVEL Dark yellowish orange. 50 Predominantly fine to medium sand, sub-rounded to sub-angular. Minor percentage of coarse sand up to -30 1mm. Very small percent of fine to medium gravel.
CARISBROOKE SAND (Quaternary) Gravel consists of sub-rounded to angular quartz and greyish brown sandstone. 49 - 55.4SAND/GRAVEL Pale yellowish orange overall. As above. Poor returns. 55.4 - 56CLAY Light grey sandy clay and moderate red thick plastic clay (came up in large clumps). Non 55 calcareous. SANDSTONE/SHELLS/SAND -35 56 - 57 Moderate HALLETT COVE SANDSTONE/ DRY CREEK SAND (Tertiary) brown reasonably consolidated non-calcareous sandstone. Sandstone is quite hard, but breakable. Sandstone consists of fine quartz grains (<0.2mm). Miscellaneous shell fragments, up to 3mm. Fine to medium sand as above. 57 - 59LIMESTONE/SHELLS Pale yellowish
WILLUNGA
FM (Tertiary)
UPPER PORT 60 orange overall. Greyish orange weak poorly cemented sandy limestone. Miscellaneous shell -40 fragments, up to 3mm. 59 - 60LIMESTONE/SHELLS Dark yellowish orange overall. Greyish orange moderately cemented sandy limestone. Limestone is breakable (only just breakable under fingers). Very small
MUNNO PARA
CLAY (Tertiary) percentage of shell fragments. Limey sand medium, product of drilling. 65 60 - 62CLAY/LIMESTONE Pale yellowish orange overall. Light grey plastic clay and greyish orange -45 moderately cemented sandy limestone as above. 62 - 64.4CLAY/LIMESTONE Medium bluish grey sticky clay. Olive grey moderate to well cemented glauconitic limestone. Miscellaneous shell fragments (bryozoal) up to 4mm. Limestone bar 62.2 63.2m inferred from geophysical log. 64.4 - 67LIMESTONE/SHELLS Medium grey 70 overall. Olive grey moderate to well cemented glauconitic limestone. Miscellaneous shell fragments -50 (bryozoal) up to 4mm. 67 - 70LIMESTONE/SHELLS Light olive well cemented fossiliferous and glauconitic limestone (quite hard to break). Light olive moderately cemented sandy limestone (reasonably breakable). Broken shell fragments up to 4mm.
FORMATION (Tertiary) LIMESTONE/SHELLS 75 70 - 73 Medium grey overall. Light olive grey well cemented fossiliferous -55 glauconitic limestone (quite hard, not very breakable). Olive grey moderately cemented sandy limestone (quite breakable). Small percentage of shell fragments (bryozoal) up to 2mm. 73 - 76LIMESTONE/SHELLS Medium light grey overall. Light olive grey moderately cemented glauconitic fossiliferous limestone (reasonably hard). 80 Dark yellowish orange sandy moderate to well cemented limestone (quite hard to break). -60 Miscellaneous shell fragments (sponges and LOWER PORT WILLUNGA bryozoal) up to 5mm. 76 - 79LIMESTONE/SHELLS Medium light grey overall. . Light olive grey moderately cemented glauconitic fossiliferous limestone (reasonably hard). Olive grey sandy limestone, moderately cemented containing mafic grains (quite breakable). Small 85 percentage of clear quartz grains up to 2mm (may be product of drilling). Miscellaneous shell fragments -65 (sponges and bryozoal) up to 5mm. TOTAL DEPTH 79 - 82LIMESTONE/SHELLS Light olive grey overall. Dark yellowish orange sandy moderate to 86 m well cemented limestone (quite hard to break). Light olive grey fossiliferous glauconitic limestone, Moderate to well cemented (quite hard). Small percentage of shell fragments up to 2mm. Sample is 90 slightly marly and sticky when wet. LIMESTONE/SHELLS -70 82 - 86 Medium grey overall. Light olive well cemented limestone containing mafic grains (very hard). Clear and iron stained grains of fine quartz gravel (up to 6mm). Minor shells (bryozoal). Sample is slightly marly and sticky when wet.
95
-75
-78 100 Job No. 6179 PIRSA Publishing Services 202295_008 Composite Water Well Log Unit No. 6628-20759 Observation No. PTA 116 T2 Aquifer Bore data Drilling data Completion data Chemistry Units Permit No. 57655 Start date 25/02/2002 Hole Diameter mm From To Bit pH 7.6 Unit No. 662820759 Finish date 28/02/2002 225 0.0 1.8 Blade TDS by EC 820 mg/L Obs. No. PTA 116 Driller DWLBC 200 1.8 94.0 Blade EC 1500 uS/cm Purpose Observation Drilling Method Auger, Rotary 140 94.0 96.0 Blade TDS by calc. 824 mg/L Circulation Mud Backfilled From To Material Ca 73.1 mg/L Location Data Maximum depth (m) 96.0 Mg 32.8 mg/L Hundred Port Adelaide Completed depth (m) 96.0 K 5.8 mg/L Section No. ADJ 226 Pt 95 Samples logged by M. Stadter Casing Diameter mm From To Material Na 191 mg/L Easting (m AMG) 275824 208 0.0 1.9 PVC HCO3 301 mg/L Northing (m AMG) 6159322 Post-development data 142 0.0 78.0 PVC CO3 mg/L Datum GDA 94 Date 28/02/2002 Cl 287 mg/L Depth to water below Ref. Pt. (m) 29.51 Open Hole mm From To Material SO4 87.5 mg/L Elevation data mAHD SWL (m) 29.21 200 78.0 94.0 NO2/3 as N < 0.005 mg/L Ground Surface 8.850 RSWL (m AHD) -20.36 140 94.0 96.0 NO2/3 as NO3 mg/L Ref. Point above Ground 0.305 Salinity Lab (mg/L) 761 From To Type Boron 0.99 mg/L Ref. Point 9.155 EC Lab (uS/cm) 1380 Grout 0.0 78.0 Cement Top of open interval 78.0 Yield (L/s) 4 Bentonite Seal Geophysics Bottom of open interval 96.0 Method Airlift Gravel Pack Job No. 6183
GEOLOGICAL DETAILS GEOPHYSICAL LOGS NEUTRON DEEP INDUCTION DENSITY 120 170 220 270 320 370 420 10 20 30 4050 60 70 1 1.2 1.4 1.6 1.8 2 LITHOLOGY CONSTRUCTION DETAILS GAMMA CPS MEDIUM INDUCTION ohm/m PT RES g/cc and 040 80 120 10 2030 40 50 35 55 75 95 115 LITHOLOGICAL API CALIPER ohm/m SPON POT ohm
DEPTH (m) DESCRIPTION LOG 150250 350 -90 -70-50 -30 -10
UNIT
HYDRO DATA
ELEVATION (m AHD) mm 0 mV 0 - 2TOPSOIL Moderate brown overall. Sandy 8 clayey topsoil. Micaceous and calcretey.
(Recent) 2 - 6CLAY Greyish orange overall. Gritty light brown clay. Nice and rollable and sticky when wet. Micaceous and calcretey. 5
5
6 - 9CLAY Yellowish brown overall. Mottled reddish brown, light orange and light grey clays. Reasonably rollable and sticky when wet. Small percentage of calcrete. 0 9 - 10SANDY CLAY Greyish orange sandy clay. 10 Sand consists of fine to medium, sub-rounded to sub-angular quartz grains. Not very sticky when wet and only just rollable. Very micaceous. Non calcareous. Presumably interbedded. 10 - 12.6SAND Light grey medium to coarse sand. Grains are sub-rounded to sub-angular. Smaller percentage of fine sand. Grains are clear, -5 pale white, pale yellow and pale orange in colour. Micaceous. 15 12.6 - 14.4SAND/GRAVEL Yellowish grey overall. Medium to coarse sand as above interbedded with fine quartz gravel (up to 3mm). All grains predominantly sub-rounded to sub- angular. Clear, milky, pale yellow and pale orange grains. Micaceous. 14.4 - 28CLAY Moderate reddish brown and -10 grey mottled clays. Reasonably rollable yet not overly sticky. Dried into thinly layered sheets.
20 Y (Quaternary) Micaceous. Calcrete evident from 15 18m.
-15
HINDMARSH CLA 25
28 - 30SAND Light brown silty sand. Sand is SWL -20 fine to medium, sub-rounded to sub-angular quartz 29.21 m grained sand. Grains are clear, milky, pale yellow 30 and pale orange. Micaceous. Non calcareous. 30 - 31.6SANDY GRAVEL Greyish orange overall. Fine to medium sand from above with introduction of fine to medium gravel (up to approximately 10mm). Gravel consists of sub- rounded to angular, clear, milky and pale yellow quartz grains. -25 31.6 - 38.8CLAY Light grey clay. Smooth (not much grit), but very hard clay. Not very sticky yet to 78m 35 very rollable and moderate plasticity. Very small Class 12 PVC percentage of fine to medium sand. Possibly inter bedded.
-30 38.8 - 42SAND Greyish orange silty sand. Fine to medium grained (~ 0.2mm) quartz sand. Sub- 40 rounded to sub-angular. Micaceous.
42 - 45SAND Light greyish orange sand. Fine to medium grained, sub-rounded to sub-angular quartz sand. Clear, milky and pale yellow grains. -35 Micaceous.
45 45 - 48SAND/GRAVEL Light greyish orange sand as above with approximately 50% coarse sand to fine quartz gravel (up to 4mm). Gravel is predominantly sub-rounded to sub-angular.
48 - 51SAND Greyish orange overall. Bright -40 orange and grey fine to medium sands. Sub- rounded to sub-angular quartz grains. Clear, milky, 50 pale yellow and pale orange grains. Micaceous.
CARISBROOKE SAND (Quaternary) 51 - 53.2SAND/GRAVEL Dark yellowish orange and moderate greenish yellow sand. Fine to medium grained, sub-rounded to sub-angular quartz sand. Clear, milky, yellow, orange, olive and greenish grains. Sample also contained fine to -45 medium quartz gravel (up to 10mm). Non ONE/ calcareous. 55 ertiary) 53.2 - 57 SANDSTONE/SHELLS/LIMESTONE Light olive yellow overall. Fine sand (less than 0.2mm) predominantly sub- angular to sub-rounded. Clear and milky quartz grains. Micaceous. Pale yellow glauconitic sandstone. High percentage of shells (sea sponges and various corals up to 20mm). -50 Introduction of light greyish poorly to medium cemented fossiliferous, glauconitic limestone.
DRY CREEK SAND (T 60 HALLETT COVE SANDST Quite breakable, obviously calcareous. 57 - 60SAND/GRAVEL Light greyish orange to light brown overall. Approximately 50% fine to medium grained sub-rounded to sub-angular sand, interbedded with 50% coarse sand to fine quartz gravel (up to 4mm). Clear, milky, pale yellow, pale orange, light greyish and small amount of mafic -55 grains. Shells (bryozoal) up to 5mm. 60 - 64LIMESTONE/SAND Medium light grey 65 overall. Fine to coarse grained sub-rounded to
FORMATION (Tertiary)
UPPER PORT WILLUNGA sub-angular sand. Clear, milky, pale yellow, pale orange, light greyish and small amount of mafic grains. Medium grey to light grey poor to medium cemented fossiliferous limestone. Abundance of shells (bryozoal) present. Sand may be product of drilling. -60 64 - 66SANDY LIMESTONE Light grey sandy limestone. Sand is fine to medium (up to 0.5mm) 70 quartz sand, sub-rounded to angular. Limestone is light to medium grey, predominantly moderate to
(Tertiary) well cemented fossiliferous limestone. Bryozoal present. MUNNO PARA CLAY 66 - 74CLAY Light olive grey overall. Bluish grey plastic fossiliferous clay with bars of poor to -65 medium cemented light to medium grey fossiliferous glauconitic limestone. Shells up to 75 10mm present. Limestone bars 68.2=>70m and 71.2=>72.8m inferred from geophysical log. 74 - 81LIMESTONE POOR RETURNS. Medium light grey overall. Light grey and light olive grey poorly cemented limestone (fossiliferous and easily broken) and grey to medium grey moderate to well cemented limestone (also fossiliferous, but much -70 harder). Bryozoal, sea sponges and other shells up to 8mm present. 80
ertiary)
81 - 84LIMESTONE Medium light grey overall. Light grey to bone, poor to moderately cemented (small percentage well cemented) fossiliferous and glauconitic limestone. Grey to medium grey moderate to well cemented harder limestone (also -75 fossiliferous). Bryozoal, sea sponges and other
FORMATION (T shells up to 5mm present. 85 84 - 87LIMESTONE Medium light grey overall. Light grey to very light grey fossiliferous and glauconitic limestone. Moderate to well cemented. Quite hard to break. Bryozoal, sea sponges and other shells up to 3mm present. 87 - 90LIMESTONE Light olive grey overall. -80 Medium grey to very light grey fossiliferous and glauconitic limestone. Moderate to well cemented. 90 Quite hard to break. Bryozoal, sea sponges and other shells up to 3mm present.
LOWER PORT WILLUNGA 90 - 94LIMESTONE Light olive grey to greenish grey overall. Silty sandy limestone. Light olive green silt to very fine sand. Pale yellow / light olive poor to moderately cemented fossiliferous limestone (quite soft). Light olive to light grey -85 moderate to well cemented fossiliferous limestone (moderately hard). Grey to medium grey moderate 95 to well cemented fossiliferous limestone (quite hard). Bryozoal, sea sponges and other shells up to 10mm present. 94 - 96LIMESTONE Light olive to pale yellowish TOTAL DEPTH grey well cemented limestone. Fossiliferous and 96 m glauconitic. -90
100 Job No. 6183 PIRSA Publishing Services 202295_009 Composite Water Well Log Unit No. 6628-20678 Observation No. MPA 153 T2 Aquifer
Bore data Drilling data Completion data Chemistry Units Permit No. 56430 Start date 26/09/2002 Hole Diameter mm From To Bit pH 7.4 Unit No. 662820678 Finish date 29/09/2002 254 0.0 2.5 Blade TDS by EC 1200 mg/L Obs. No. MPA 153 Driller DWLBC 200 2.5 94.0 Blade EC 2170 uS/cm Purpose Observation Drilling Method Auger, Rotary Blade TDS by calc. 1210 mg/L Circulation Mud Backfilled From To Material Ca 131 mg/L Location Data Maximum depth (m) 94.0 Mg 53.4 mg/L Hundred Munno Para Completed depth (m) 94.0 K 7.3 mg/L Section No. 3889 Samples logged by H. Zulfic Casing Diameter mm From To Material Na 237 mg/L Easting (m AMG) 282652 208 0.0 2.5 PVC HCO3 245 mg/L Northing (m AMG) 6163250 Post-development data 142 0.0 74.0 PVC CO3 mg/L Datum GDA 94 Date 29/09/2002 Cl 539 mg/L Depth to water below Ref. Pt. (m) 27.20 Open Hole mm From To Material SO4 121 mg/L Elevation data mAHD SWL (m) 26.99 200 74.0 94.0 NO2/3 as N < 0.005 mg/L Ground Surface 27.409 RSWL (m AHD) 0.42 NO2/3 as NO3 mg/L Ref. Point above Ground 0.209 Salinity Lab (mg/L) 1261 From To Type Boron 1.75 mg/L Ref. Point 27.618 EC Lab (uS/cm) 2330 Grout 0.0 74.0 Cement Top of open interval 74.0 Yield (L/s) 4 Bentonite Seal Geophysics Bottom of open interval 94.0 Method Airlift Gravel Pack Job No. 6093
GEOLOGICAL DETAILS GEOPHYSICAL LOGS NEUTRON CONSTRUCTION 100 150 200250 300 350 400 LITHOLOGY TA DETAILS GAMMA CPS PT RES and 020 40 60 80 100 120 70 80 90 100 110 120 LITHOLOGICAL API SPON POT ohm DEPTH (m) DESCRIPTION LOG -140 -120 -100 -80 -60 -40
UNIT
HYDRO DA
0 ELEVATION (m AHD) mV 27 (Recent) 0 - 1TOPSOIL Overall brown. Micaceous silty and a little bit clayey fine sand. 1 - 4SAND/GRAVEL Coarse quartz sand to fine 25 gravel. Clear and yellowish coloured angular to subrounded quartz grains.
4 - 6.8CLAY Dark brown plastic, soft clay when 5 wet. Minor mica throughout.
6.8 - 8SAND Overall dark yellowish orang. 20 Fine - medium grained subangular, soft sand. Very micaceous. 8 - 11.2CLAY Overall dark yellowish-orange. Fine - medium grained sandy gravel. Grains are 10 clear, milky, yellow and black in colour. Mainly fine grained gravel (grains around 6 mm in diameter), some grains up to 20 mm in size, angular - subrounded. CLAY 15 11.2 - 15.2 Overall dark reddish - orange. Mottled dark red, orange and grey clay. Soft and sticky when wet.
15 15.2 - 21SANDY CLAY Overall light reddish brown - light brown. Interbedded mottled brown and grey sandy clay and clayey fine - medium grained sand. Micaceous. Non-calcareous. 10
20
21 - 27SAND Overall dark yellow orange. Mottled brown and grey fine - medium grained 5 micaceous, soft quartz sand. Somewhat clayey.
HINDMARSH CLAY (Quaternary)
25 SWL 26.99 m GRAVELLY SAND 0 27 - 30 Dark yellowish fine - medium grained gravelly sand. Gravel is fine-grained quartz.
30 30 - 32GRAVELLY SAND sand. Gravel is mainly fine grained. Minor medium grained gravel (grains6-15mminsize). Content of gravel increases with depth. -5 32 - 34GRAVEL Dark yellow sandy mainly fine gravel (minor medium size grains), angular to subangular - subrounded.
34 - 36.5CLAY Light grey fairly hard clay. to 74m 35 Plastic when wet. From 35.5 - 36.5 mottled reddish.
Class 12 PVC
36.5 - 38.5 SANDY CLAY/CLAYEY SAND -10 Overall light brown. Mottled grey, light brown and somewhat reddish. Interbedded sandy clay and fine sand. 38.5 - 45SAND Overall light yellowish - orange to light brown. Fine - medium grained 40 subangular multi coloured (grey, yellow, reddish and orange) soft and micaceous quartz sand.
-15
45 45 - 46SANDY GRAVEL Overall dark yellow. Fine grained (grain size mainly around 4 mm) sandy gravel, angular to subangular clear and milky coloured quartz grains. Sand dark yellow - orange, -20 medium grained. 46 - 49GRAVEL Overall dark yellow. Medium - fine grained angular to subangular quartz gravel. Grains are mainly around 10 mm in 50 diameter. Less sandy than interval (45 - 46 m). 49 - 57SAND Dark yellow medium - fine grained (mainly medium grained - 0.3 mm grains) soft quartz sand. Mainly subangular. -25
CARISBROOKE SAND (Quaternary)
55
GRAVELLY SAND/SANDY GRAVEL -30 57 - 60.8 Overall dark yellow - dark yellowish orange Gravelly sand to sandy gravel. Sand as above. Gravel fine grained (minor medium grains), subangular. 60 60.8 - 68CLAY Bluish - grey soft and plastic fossiliferous clay, sand and silt. Bars of light grey shelly fossiliferous limestone from 62.2 - 65.2 m -35 (shell fragment2-4mmandbryozoa fragments).
65 (Tertiary)
MUNNO PARA CLAY
-40 68 - 72LIMESTONE Overall grey. Sample clayey, sandy and silty. Fragments of grey soft limestone. Shell and bryozoa fragments 70 throughout the sample.
LIMESTONE -45 72 - 75 Overall grey. Grey fossiliferous (bryozoal) and shelly well cemented limestone. Sample sandy and minor clayey.
75 75 - 78LIMESTONE Overall light grey. Very light grey medium grained fossiliferous (bryozoal) limestone. Shell fragments throughout sample. Minor green glauconitic grains in limestone. Minor -50 sand and lumps of off-white lime. Sample a little bit sandy and clayey. 78 - 81LIMESTONE Overall very light grey - off-white. Off-white fossiliferous (bryozoal) 80 limestone. Sample very sandy (sand could be FORMATION (Tertiary) product of drilling - grinding). 81 - 82LIMESTONE Overall grey. Grey fossiliferous limestone, well cemented. Minor glauconitic. -55 82 - 87LIMESTONE Overall grey - very light grey when wet. Greyish - light brownish very hard fossiliferous (bryozoal) limestone. Minor light brownish - yellowish well cemented limestone. 85 Fragments of grey very glauconitic limestone. Shell and bryozoa fragments. (Sample very contaminated with Munno Para Clay and Carisbrooke Sand). Sample very sandy?? -60 LOWER PORT WILLUNGA 87 - 90LIMESTONE Overall dark grey. Grey fossiliferous (bryozoal) and shelly well cemented glauconitic limestone and light grey, somewhat off-whitish limestone, minor glauconitic. Lose sand, small shell and bryozoa fragments. 90 90 - 94LIMESTONE Overall dark grey with dark olive in colour when wet. Light and dark grey glauconitic limestone. Dark grey limestone with dark olive in colour - very glauconitic, well cemented. -65 Lose sand, shell and bryozoa fragments.
TOTAL DEPTH 95 94 m
-70
-72 100 Job No. 6093 PIRSA Publishing Services 202295_010 Composite Water Well Log Unit No. 6628-20736 Observation No. MPA 159 T2 Aquifer
Bore data Drilling data Completion data Chemistry Units Permit No. 56849 Start date 27/01/2002 Hole Diameter mm From To Bit pH 7.5 Unit No. 662820736 Finish date 30/01/2002 225 0.0 3.0 Blade TDS by EC 970 mg/L Obs. No. MPA 159 Driller DWLBC 198 3.0 80.0 Blade EC 1750 uS/cm Purpose Observation Drilling Method Auger, Rotary 187 80.0 100.0 Blade TDS by calc. 939 mg/L Circulation Mud Backfilled From To Material Ca 104 mg/L Location Data Maximum depth (m) 100.0 Mg 37.9 mg/L Hundred Munno Para Completed depth (m) 100.0 K 6.9 mg/L Section No. 3052 Samples logged by M. Stadter Casing Diameter mm From To Material Na 194 mg/L Easting (m AMG) 278472 208 0.0 3.0 PVC HCO3 194 mg/L Northing (m AMG) 6159988 Post-development data 142 0.0 83.0 PVC CO3 mg/L Datum GDA 94 Date 30/01/2002 Cl 425 mg/L Depth to water below Ref. Pt. (m) 41.24 Open Hole mm From To Material SO4 76.1 mg/L Elevation data mAHD SWL (m) 41.09 187 83.0 100.0 NO2/3 as N < 0.005 mg/L Ground Surface 14.584 RSWL (m AHD) -26.51 NO2/3 as NO3 mg/L Ref. Point above Ground 0.151 Salinity Lab (mg/L) 955 From To Type Boron 1.46 mg/L Ref. Point 14.735 EC Lab (uS/cm) 1730 Grout 0.0 83.0 Cement Top of open interval 83.0 Yield (L/s) 4 Bentonite Seal Geophysics Bottom of open interval 100.0 Method Airlift Gravel Pack Job No. 6164
GEOLOGICAL DETAILS GEOPHYSICAL LOGS NEUTRON DEEP INDUCTION DENSITY 85 135 185 235 285 335 25 3545 55 65 1 1.2 1.4 1.6 1.8 2 LITHOLOGY CONSTRUCTION DETAILS GAMMA CPS MEDIUM INDUCTION ohm/m PT RES g/cc and 3080 130 180 25 3035 40 45 70 90 110 130 150 170 LITHOLOGICAL API CALIPER ohm/m SPON POT ohm DEPTH (m) DESCRIPTION LOG 170220270 320 370 125 175 225 275
UNIT
HYDRO DATA
ELEVATION (m AHD) mm 0 mV 14 0 - 3TOPSOIL/CLAY Light brown overall. Sample is hard gritty sandy clay and topsoil. Sample dried quickly forming large hard clumps.
(Recent) 3 - 5CLAY/SAND Greyish orange clayey sand to sandy clay. Sand is medium to coarse grained (0.2 10 to 2mm). Sample is not rollable and is only slightly 5 sticky when wet. 5 - 8SAND Moderate yellowish brown overall. Slightly clayey sand. Sand is medium to coarse grained (0.2 to 2mm) as above. Sample is micaceous but definitely not rollable. 8 - 12SANDY CLAY Greyish orange overall. Gritty, sandy, mottled orange and grey clays. 5 Sample is rollable and sticky when wet. 10
12 - 15CLAY/SAND Greyish orange overall. Clayey sand to sandy clay. Sample is rollable and micaceous but not sticky.
0 15 15 - 18CLAYEY SAND Light greyish orange clayey sand. Sand is fine grained (generally less than 0.2mm). Clay is grey in colour and is rollable and micaceous. Sample looks to be interbedded.
18 - 21CLAY Moderate reddish brown and light grey mottled clay. Very small percentage of sand -5 or grit. Sample dried into thin sheets of grey clay 20 and reddish orange clumps of clay. Sample is sticky when wet. 21 - 24CLAY Moderate reddish orange and light grey gritty clay. Sample is lighter in colour and higher in sand content than previous sample. Sample is very sticky when wet.
24 - 27CLAY Very pale orange in colour. Very -10 hard clay. Sample dried into large clumps. Drillers
25 Y (Quaternary) complained of mud-rings forming.
27 - 30CLAY Very pale greyish orange overall. Silty clay with only a very small amount of grit. Very sticky when wet.
-15 HINDMARSH CLA 30 30 - 32CLAY Very pale greyish orange overall. Silty gritty clay. Sticky when wet yet not rollable. Contains amounts of grey clay, which is harder and more plastic than rest of sample. 32 - 36CLAYEY SAND Greyish orange to light grey clayey sand. Sand is fine to medium grained (average size approximately 0.2mm) sub-angular to
predominantly sub-rounded. to 83m -20 35 Sample is micaceous.
Class 12 PVC
36 - 39SAND/CLAY Greyish orange clayey sand to sandy clay. Sand is fine to medium grained, sub- angular to predominantly sub-rounded quartz rich sand. Sample is rollable and micaceous.
39 - 42CLAY Greyish orange overall. Silty -25 40 greyish orange and grey mottled clays. Slightly SWL gritty, not overly rollable and sticky when wet. 41.09 m
42- 45CLAY Greyish orange overall. Same as above.
-30 45 45 - 48SANDY CLAY Greyish orange fine to medium grained sandy clay. Reddish orange and grey mottled clays. Sample is rollable.
48 - 51CLAYEY SAND Dark yellowish orange clayey sand. Sand is fine to medium in size and -35 sub-rounded to sub-angular grained. Sample is 50 micaceous.
51- 54GRAVEL/SAND/SILT Dark yellowish orange overall. Silty sandy gravel. Grain sizes range from 0.06mm (fine sand) to 6mm (fine gravel). Grains consist of quartz, and are sub- rounded to sub-angular. Grains are clear (up to 80%), pale yellow and pale orange in colour. -40 54 - 57.6GRAVEL/SAND/SILT Dark yellowish 55 orange. As above. Non Calcareous. 57.6 - 60SANDSTONE/SHELLS/GRAVEL Pale olive and dusky yellow overall. Moderately hard
CARISBROOKE SAND (Quaternary) sandstone. Abundance of shells (up to 10mm), and gravel (up to 4mm). Sample is also lignitic and contains sand from above interval. Sample obviously calcareous.
ONE /
-45 ertiary) 60 60 - 61.5 SANDSTONE/SHELLS/GRAVEL Greyish orange and olive overall. As above. 61.5 - 65.6 SANDSTONE/SHELLS/GRAVEL Greyish orange overall. Pale yellow and boney white fossiliferous sandstone. Soft and harder pieces present. Sample containing an abundance of shells up to 8mm. Fine to medium quartz gravel (up to 8mm) consisting of clear, milky white and -50 DRY CREEK SANDpale (T yellow grains. 65 HALLET COVE SANDST 65.6 - 69LIMESTONE SHELLS Medium grey overall. Clayey sandy soft grey fossiliferous limestone. Sample is very shelly and contains shells up to 10mm. Sample also contains fine to medium gravel (up to 10mm). Poor recovery. Shells and gravel are thought to be contamination from above interval. -55 69 - 71LIMESTONE/SHELLS Medium grey and 70 light olive overall. Sandy fossiliferous grey
FORMATION (Tertiary) UPPER PT WILLUNGA limestone. Moderately cemented. Sample contains miscellaneous shells up to 5mm in size (contamination from above?). 71 - 75CLAY/LIMESTONE Medium grey and light olive overall. Dark bluish grey plastic fossiliferous clay. Sample also contains soft, moderately cemented grey limestone. -60 75 75 - 78CLAY Dark bluish grey plastic fossiliferous clay. Poor recovery.
(Tertiary)
MUNNO PARA CLAY 78 - 79.6CLAY/LIMESTONE Medium grey overall. Sandy fossiliferous limestone with bluish clay as above. Poor returns. Drilling was very slow -65 80 and lead to a change in bit. Limestone bars 74.8 to 75.8m and 76.8 to 77.8m inferred from geophysical log. 79.6 - 84LIMESTONE/CLAY Contaminated sample due to change of drilling bit. Sample is light grey overall. Sample contains mixture of bluish grey clay, soft and hard grey fossiliferous limestone, fine to medium quartz sand and loose shells (bryozoal). LIMESTONE -70 84 - 86 Light olive grey and 85 yellowish grey moderately cemented fossiliferous and glauconitic limestone. Sample contains miscellaneous shell fragments up to 12mm and bryozoal up to 3mm. Sample also contains a very small percentage of clear and milky white fine quartz gravel (up to 4mm). 86 - 88LIMESTONE Medium light grey overall. Yellowish grey well cemented fossiliferous and
-75 FORMATION (Tertiary) glauconitic limestone. Sample contains 90 miscellaneous shells up to 3mm (including bryozoal). Includes small percentage of gravel as above. 88 - 91LIMESTONE Medium light grey. Sample as above. 91 - 97LIMESTONE Light grey overall. Yellowish grey well cemented fossiliferous and glauconitic limestone. Sample contains miscellaneous shells -80 up to 3mm (including bryozoal). 95 97 - 99LIMESTONE Light grey overall. Yellowish
LOWER PT WILLUNGA grey well cemented fossiliferous and glauconitic limestone. Limestone is hard to break with fingers. Sample contains miscellaneous shells up to 3mm (including bryozoal). 99 - 100LIMESTONE Light grey and pale yellow overall. Same as above, with light olive grey moderate to well cemented sandy and fossiliferous -85 limestone. 100 Job No. 6164 TOTAL DEPTH 100 m PIRSA Publishing Services 202295_011 APPENDICES
C. GROUNDWATER SAMPLE SALINITY RESULTS
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Report DWLBC 2004/57 92 Northern Adelaide Plains Groundwater Monitoring Network Upgrade UNITS OF MEASUREMENT
Units of measurement commonly used (SI and non-SI Australian legal)
Definition in terms of other Name of unit Symbol Quantity metric units day d 24 h time interval gigalitre GL 106 m3 volume gram g 10–3 kg mass hectare ha 104 m2 area hour h 60 min time interval kilogram kg base unit mass kilolitre kL 1 m3 volume kilometre km 103 m length litre L 10-3 m3 volume megalitre ML 103 m3 volume metre m base unit length -6 microgram Pg 10 g mass -9 3 microlitre PL 10 m volume milligram mg 10-3 g mass millilitre mL 10-6 m3 volume millimetre mm 10-3 m length minute min 60 s time interval second s base unit time interval tonne t 1000 kg mass year y 356 or 366 days time interval
GD hydrogen isotope composition
G18O oxygen isotope composition
14C carbon-14 isotope (percent modern carbon)
CFC chlorofluorocarbon (parts per trillion volume)
EC electrical conductivity (µS/cm) pH acidity ppm parts per million ppb parts per billion
TDS total dissolved solids (mg/L)
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Act (the). In this document, refers to The Natural Resources Management Act (South Australia) 2004. Adaptive management. A management approach, often used in natural resource management, where there is little information and/or a lot of complexity and there is a need to implement some management changes sooner rather than later. The approach is to use the best available information for the first actions, implement the changes, monitor the outcomes, investigate the assumptions and regularly evaluate and review the actions required. Consideration must be given to the temporal and spatial scale of monitoring and the evaluation processes appropriate to the ecosystem being managed. Algal bloom. A rapid accumulation of algal biomass (living organic matter) which can result in deterioration in water quality when the algae die and break down consuming the dissolved oxygen and releasing toxins. Ambient. The background level of an environmental parameter (e.g. a background water quality like salinity). Anabranch. A branch of a river that leaves the main stream. Annual adjusted catchment yield. Annual catchment yield with the impact of dams removed. Aquifer. An underground layer of rock or sediment which holds water and allows water to percolate through. Aquifer, confined. Aquifer in which the upper surface is impervious and the water is held at greater than atmospheric pressure. Water in a penetrating well will rise above the surface of the aquifer. Aquifer, storage and recovery (ASR). The process of recharging water into an aquifer for the purpose of storage and subsequent withdrawal. Aquifer test. A hydrological test performed on a well, aimed to increase the understanding of the aquifer properties, including any interference between wells, and to more accurately estimate the sustainable use of the water resource available for development from the well. Aquifer, unconfined. Aquifer in which the upper surface has free connection to the ground surface and the water surface is at atmospheric pressure. Aquitard. A layer in the geological profile that separates two aquifers and restricts the flow between them. Arid lands. In South Australia arid lands are usually considered to be areas with an average rainfall of less than 250 mm and support pastoral activities instead of broad acre cropping. Artesian. Under pressure such that when wells penetrate the aquifer water will rise to the ground surface without the need for pumping. Artificial recharge. The process of artificially diverting water from the surface to an aquifer. Artificial recharge can reduce evaporation losses and increase aquifer yield. (See recharge, natural recharge, aquifer.) Barrage. Specifically any of the five low weirs at the mouth of the River Murray constructed to exclude seawater from the Lower Lakes. Baseflow. The water in a stream that results from groundwater discharge to the stream. (This discharge often maintains flows during seasonal dry periods and has important ecological functions.) Basin. The area drained by a major river and its tributaries. Benchmark condition. Points of reference from which change can be measured. Biological diversity (biodiversity). The variety of life forms: the different life forms including plants, animals and micro-organisms, the genes they contain and the ecosystems (see below) they form. It is usually considered at three levels — genetic diversity, species diversity and ecosystem diversity.
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Biota. All of the organisms at a particular locality. Bore. See well. Buffer zone. A neutral area that separates and minimises interactions between zones whose management objectives are significantly different or in conflict (e.g. a vegetated riparian zone can act as a buffer to protect the water quality and streams from adjacent land uses). Catchment. A catchment is that area of land determined by topographic features within which rainfall will contribute to runoff at a particular point. Catchment water management board. A statutory body established under Part 6, Division 3, s. 53 of the Act whose prime function under Division 2, s. 61 is to implement a catchment water management plan for its area. Catchment water management plan. The plan prepared by a CWMB and adopted by the Minister in accordance with Part 7, Division 2 of the Water Resources Act 1997. Codes of practice. Standards of management developed by industry and government, promoting techniques or methods of environmental management by which environmental objectives may be achieved. Cone of depression. An inverted cone-shaped space within an aquifer caused by a rate of groundwater extraction which exceeds the rate of recharge. Continuing extraction of water can extend the area and may affect the viability of adjacent wells, due to declining water levels or water quality. Conjunctive use. The utilisation of more than one source of water to satisfy a single demand. Council of Australian Governments (COAG). A council of the Prime Minister, State Premiers, Territory Chief Ministers and the President of the Australian Local Government Association which exists to set national policy directions for Australia. CWMB. Catchment Water Management Board. Dams, off-stream dam. A dam, wall or other structure that is not constructed across a watercourse or drainage path and is designed to hold water diverted, or pumped, from a watercourse, a drainage path, an aquifer or from another source. Off-stream dams may capture a limited volume of surface water from the catchment above the dam. Dams, on-stream dam. A dam, wall or other structure placed or constructed on, in or across a watercourse or drainage path for the purpose of holding and storing the natural flow of that watercourse or the surface water. Dams, turkey nest dam. An off-stream dam that does not capture any surface water from the catchment above the dam. Diffuse source pollution. Pollution from sources such as an eroding paddock, urban or suburban lands and forests; spread out, and often not easily identified or managed. District Plan. (District Soil Conservation Plan) An approved soil conservation plan under the repealed Soil Conservation Act 1989. These plans are taken to form part of the relevant regional NRM plans under the transitional provisions of the Natural Resources Management Act 2004 (Schedule 4 – subclause 53[4] until regional NRM plans are prepared under Chapter 4, Part 2 of the Act. Domestic purpose. The taking of water for ordinary household purposes and includes the watering of land in conjunction with a dwelling not exceeding 0.4 hectares. Domestic wastewater. Water used in the disposal of human waste, for personal washing, washing clothes or dishes, and swimming pools. DSS (decision support system). A system of logic or a set of rules derived from experts, to assist decision making. Typically they are constructed as computer programs. DSS. Dissolved suspended solids. DWLBC. Department of Water, Land and Biodiversity Conservation. Government of South Australia. EC. Abbreviation for electrical conductivity. 1 EC unit = 1 micro-Siemen per centimetre (µS/cm) measured at 25 degrees Celsius. Commonly used to indicate the salinity of water.
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Ecological processes. All biological, physical or chemical processes that maintain an ecosystem. Ecological values. The habitats, the natural ecological processes and the biodiversity of ecosystems. Ecologically sustainable development (ESD). Using, conserving and enhancing the community’s resources so that ecological processes, on which life depends, are maintained, and the total quality of life, now and in the future, can be increased. Ecology. The study of the relationships between living organisms and their environment. Ecosystem. Any system in which there is an interdependence upon and interaction between living organisms and their immediate physical, chemical and biological environment. Ecosystem Services. All biological, physical or chemical processes that maintain ecosystems and biodiversity and provide inputs and waste treatment services that support human activities. Effluent. Domestic wastewater and industrial wastewater. EIP. Environment improvement program. EMLR. Eastern Mount Lofty Ranges. Entitlement flows. Minimum monthly River Murray flows to South Australia agreed in the Murray- Darling Basin Agreement 1992. Environmental values. The uses of the environment that are recognised as of value to the community. This concept is used in setting water quality objectives under the Environment Protection (Water Quality) Policy, which recognises five environmental values — protection of aquatic ecosystems, recreational water use and aesthetics, potable (drinking water) use, agricultural and aquaculture use, and industrial use. It is not the same as ecological values, which are about the elements and functions of ecosystems. Environmental water provisions. Those parts of environmental water requirements that can be met, at any given time. This is what can be provided at that time with consideration of existing users’ rights, social and economic impacts. Environmental water requirements. The water regimes needed to sustain the ecological values of aquatic ecosystems, including their processes and biological diversity, at a low level of risk. EP. Eyre Peninsula. EPA. Environment Protection Agency. Ephemeral streams / wetlands. Those streams or wetlands that usually contain water only on an occasional basis after rainfall events. Many arid zone streams and wetlands are ephemeral. Erosion. Natural breakdown and movement of soil and rock by water, wind or ice. The process may be accelerated by human activities. ESD. Ecologically sustainable development (see above for definition). Estuaries. Semi-enclosed waterbodies at the lower end of a freshwater stream that are subject to marine, freshwater and terrestrial influences and experience periodic fluctuations and gradients in salinity. Eutrophication. Degradation of water quality due to enrichment by nutrients (primarily nitrogen and phosphorus), causing excessive plant growth and decay. (See algal bloom). Evapotranspiration. The total loss of water as a result of transpiration from plants and evaporation from land, and surface waterbodies. Fishway. A generic term describing all mechanisms that allow the passage of fish along a waterway. Specific structures include fish ladders (gentle sloping channels with baffles that reduce the velocity of water and provide resting places for fish as they ‘climb’ over a weir) and fishlifts (chambers, rather like lift-wells, that are flooded and emptied to enable fish to move across a barrier). Floodplain. Of a watercourse means: (a) the floodplain (if any) of the watercourse identified in a catchment water management plan or a local water management plan; adopted under Part 7 of the Water Resources Act 1997; or (b) where paragraph (a) does not apply — the floodplain (if any) of the watercourse identified in a development plan under the Development Act 1993, or (c) where neither
Report DWLBC 2004/57 96 Northern Adelaide Plains Groundwater Monitoring Network Upgrade GLOSSARY paragraph (a) nor paragraph (b) applies — the land adjoining the watercourse that is periodically subject to flooding from the watercourse. Flow bands. Flows of different frequency, volume and duration. GAB. Great Artesian Basin. Gigalitre (GL). One thousand million litres (1 000 000 000). GIS (geographic information system). Computer software allows for the linking of geographic data (for example land parcels) to textual data (soil type, land value, ownership). It allows for a range of features, from simple map production to complex data analysis. GL. See gigalitre. Greenhouse effect. The balance of incoming and outgoing solar radiation which regulates our climate. Changes to the composition of the atmosphere such as the addition of carbon dioxide through human activities, have the potential to alter the radiation balance and to effect changes to the climate. Scientists suggest that changes would include global warming, a rise in sea level and shifts in rainfall patterns. Geological features. Include geological monuments, landscape amenity and the substrate of land systems and ecosystems. Greywater. Household wastewater excluding sewage effluent. Wastewater from kitchen, laundry and bathroom. Groundwater. See underground water. Habitat. The natural place or type of site in which an animal or plant, or communities of plants and animals, lives. Heavy metal. Any metal with a high atomic weight (usually, although not exclusively, greater than 100), for example mercury, lead and chromium. Heavy metals have a widespread industrial use, and many are released into the biosphere via air, water and solids pollution. Usually these metals are toxic at low concentrations to most plant and animal life. Hydrogeology. The study of groundwater, which includes its occurrence, recharge and discharge processes and the properties of aquifers. (See hydrology.) Hydrography. The discipline related to the measurement and recording of parameters associated with the hydrological cycle, both historic and real time. Hydrology. The study of the characteristics, occurrence, movement and utilisation of water on and below the earth’s surface and within its atmosphere. (See hydrogeology.) Hyporheic zone. The wetted zone among sediments below and alongside rivers. It is a refuge for some aquatic fauna. Indigenous species. A species that occurs naturally in a region. Industrial wastewater. Water (not being domestic wastewater) that has been used in the course of carrying on a business (including water used in the watering of irrigation of plants) that has been allowed to run to waste or has been disposed of or has been collected for disposal. Infrastructure. Artificial lakes; or dams or reservoirs; or embankments, walls, channels or other works; or buildings or structures; or pipes, machinery or other equipment. Integrated catchment management. Natural resources management that considers in an integrated manner the total long-term effect of land and water management practices on a catchment basis, from production and environmental viewpoints. Intensive farming. A method of keeping animals in the course of carrying on the business of primary production in which the animals are confined to a small space or area and are usually fed by hand or by mechanical means. Irrigation. Watering land by any means for the purpose of growing plants. Irrigation season. The period in which major irrigation diversions occur, usually starting in August– September and ending in April–May.
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Lake. A natural lake, pond, lagoon, wetland or spring (whether modified or not) and includes: part of a lake; and a body of water declared by regulation to be a lake; a reference to a lake is a reference to either the bed, banks and shores of the lake or the water for the time being held by the bed, banks and shores of the lake, or both, depending on the context. Land. Whether under water or not and includes an interest in land and any building or structure fixed to the land. Land capability. The ability of the land to accept a type and intensity of use without sustaining long- term damage. Leaching. Removal of material in solution such as minerals, nutrients and salts through soil. Licence. A licence to take water in accordance with the Water Resources Act 1997. (See water licence.) Licensee. A person who holds a water licence. Local water management plan. A plan prepared by a council and adopted by the Minister in accordance with Part 7, Division 4 of the Act. Macro-invertebrates. Animals without backbones that are typically of a size that is visible to the naked eye. They are a major component of aquatic ecosystem biodiversity and fundamental in food webs. MDBC. Murray-Darling Basin Commission. Megalitre (ML). One million litres (1 000 000). ML. See megalitre. MLR. Mount Lofty Ranges. Model. A conceptual or mathematical means of understanding elements of the real world which allows for predictions of outcomes given certain conditions. Examples include estimating storm runoff, assessing the impacts of dams or predicting ecological response to environmental change. Mount Lofty Ranges Watershed. The area prescribed by Schedule 1 of the regulations. Natural recharge. The infiltration of water into an aquifer from the surface (rainfall, streamflow, irrigation etc.) (See recharge area, artificial recharge.) NHMRC. National Health and Medical Research Council. NHT. Natural Heritage Trust. Natural Resources. Soil; water resources; geological features and landscapes; native vegetation, native animals and other native organisms; ecosystems. Natural Resources Management (NRM). All activities that involve the use or development of natural resources and/or that impact on the state and condition of natural resources, whether positively or negatively. Occupier of land. A person who has, or is entitled to, possession or control of the land. Owner of land. In relation to land alienated from the Crown by grant in fee simple — the holder of the fee simple; in relation to dedicated land within the meaning of the Crown Lands Act 1929 that has not been granted in fee simple but which is under the care, control and management of a Minister, body or other person — the Minister, body or other person; in relation to land held under Crown lease or licence — the lessee or licensee; in relation to land held under an agreement to purchase from the Crown — the person entitled to the benefit of the agreement; in relation to any other land — the Minister who is responsible for the care, control and management of the land or, if no Minister is responsible for the land, the Minister for Environment and Heritage. Palaeochannels. Ancient buried river channels in arid areas of the state. Aquifers in palaeochannels can yield useful quantities of groundwater or be suitable for ASR. Pasture. Grassland used for the production of grazing animals such as sheep and cattle.
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Percentile. A way of describing sets of data by ranking the data set and establishing the value for each percentage of the total number of data records. The 90th percentile of the distribution is the value such that 90% of the observations fall at or below it. Permeability. A measure of the ease with which water flows through an aquifer or aquitard. Personal property. All forms of property other than real property. For example, shares or a water licence. Phreaphytic vegetation. Vegetation that exists in a climate more arid than its normal range by virtue of its access to groundwater. Phytoplankton. The plant constituent of organisms inhabiting the surface layer of a lake; mainly single-cell algae. PIRSA. (Department of) Primary Industries and Resources South Australia. Pollution, diffuse source. Pollution from sources that are spread out and not easily identified or managed (e.g. an eroding paddock, urban or suburban lands and forests). Pollution, point source. A localised source of pollution. Potable water. Water suitable for human consumption. Potentiometric head. The potentiometric head or surface is the level to which water rises in a well due to water pressure in the aquifer. Precautionary principle. Where there are threats of serious or irreversible environmental damage, lack of full scientific certainty should not be used as a reason for postponing measures to prevent environmental degradation. Prescribed area, surface water. Part of the State declared to be a surface water prescribed area under the Water Resources Act 1997. Prescribed lake. A lake declared to be a prescribed lake under the Water Resources Act 1997. Prescribed water resource. A water resource declared by the Governor to be prescribed under the Act, and includes underground water to which access is obtained by prescribed wells. Prescription of a water resource requires that future management of the resource be regulated via a licensing system. Prescribed watercourse. A watercourse declared to be a prescribed watercourse under the Water Resources Act 1997. Prescribed well. A well declared to be a prescribed well under the Water Resources Act 1997. Property right. A right of ownership or some other right to property, whether real property or personal property. Proponent. The person or persons (who may be a body corporate) seeking approval to take water from prescribed water. PWA. Prescribed Wells Area. PWCA. Prescribed Watercourse Area. PWRA. Prescribed Water Resources Area. Ramsar Convention. This is an international treaty on wetlands titled The Convention on Wetlands of International Importance Especially as Waterfowl Habitat. It is administered by the International Union for Conservation of Nature and Natural Resources. It was signed in the town of Ramsar, Iran in 1971, hence its common name. The Convention includes a list of wetlands of international importance and protocols regarding the management of these wetlands. Australia became a signatory in 1974. Recharge area. The area of land from which water from the surface (rainfall, streamflow, irrigation, etc.) infiltrates into an aquifer. (See artificial recharge, natural recharge.) Reclaimed water. Treated effluent of a quality suitable for the designated purpose. Rehabilitation (of waterbodies). Actions that improve the ecological health of a waterbody by reinstating important elements of the environment that existed prior to European settlement.
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Remediation (of waterbodies). Actions that improve the ecological condition of a waterbody without necessarily reinstating elements of the environment that existed prior to European settlement. Restoration (of waterbodies). Actions that reinstate the pre-European condition of a waterbody. Reticulated water. Water supplied through a piped distribution system. Riffles. Shallow stream section with fast and turbulent flow. Riparian landholder. A person whose property abuts a watercourse or through whose property a watercourse runs. Riparian rights. These were old common law rights of access to, and use of water. These common law rights were abolished with the enactment of the Water Resources Act 1997, which now includes similar rights under s. 7. Riparian rights are therefore now statutory rights under the Act. Where the resource is not prescribed (Water Resources Act 1997, s. 8) or subject to restrictions (Water Resources Act 1997, s. 16), riparian landholders may take any amount of water from watercourses, lakes or wells without consideration to downstream landholders, if it is to be used for stock or domestic purposes. If the capture of water from watercourses and groundwater is to be used for any other purpose then the right of downstream landholders must be protected. Landholders may take any amount of surface water for any purpose without regard to other landholders, unless the surface water is prescribed or subject to restrictions. Riparian zone. That part of the landscape adjacent to a water body, that influences and is influenced by watercourse processes. This can include landform, hydrological or vegetation definitions. It is commonly used to include the in-stream habitats, bed, banks and sometimes floodplains of watercourses. Seasonal watercourses or wetlands. Those watercourses and wetlands that contain water on a seasonal basis, usually over the winter/spring period, although there may be some flow or standing water at other times. State water plan. The plan prepared by the Minister under Part 7, Division 1, s. 90 of the Act. Stock Use. The taking of water to provide drinking water for stock other than stock subject to intensive farming (as defined by the Act). Stormwater. Runoff in an urban area. Surface water. (a) water flowing over land (except in a watercourse), (i) after having fallen as rain or hail or having precipitated in any another manner, (ii) or after rising to the surface naturally from underground; (b) water of the kind referred to in paragraph (a) that has been collected in a dam or reservoir. Taxa. General term for a group identified by taxonomy — which is the science of describing, naming and classifying organisms. To take water. From a water resource includes (a) to take water by pumping or syphoning the water; (b) to stop, impede or divert the flow of water over land (whether in a watercourse or not) for the purpose of collecting the water; (c) to divert the flow of water in a watercourse from the watercourse; (d) to release water from a lake; (e) to permit water to flow under natural pressure from a well; (f) to permit stock to drink from a watercourse, a natural or artificial lake, a dam or reservoir. Total kjeldhal nitrogen (TKN). The sum of aqueous ammonia and organic nitrogen. Used as a measure of probable sewage pollution. Transfer. A transfer of a licence (including its water allocation) to another person, or the whole or part of the water allocation of a licence to another licensee or the Minister under Part 5, Division 3, s. 38 of the Act. The transfer may be absolute or for a limited period. Underground water (groundwater). Water occurring naturally below ground level or water pumped, diverted or released into a well for storage underground. Volumetric allocation. An allocation of water expressed on a water licence as a volume (e.g. kilolitres) to be used over a specified period of time, usually per water use year (as distinct from any other sort of allocation). Wastewater. See domestic wastewater, industrial wastewater.
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Water affecting activities. Activities referred to in Part 4, Division 1, s. 9 of the Act. Water allocation. (a) in respect of a water licence means the quantity of water that the licensee is entitled to take and use pursuant to the licence; (b) in respect of water taken pursuant to an authorisation under s. 11 means the maximum quantity of water that can be taken and used pursuant to the authorisation. Water allocation, area based. An allocation of water that entitles the licensee to irrigate a specified area of land for a specified period of time usually per water use year. Water allocation plan (WAP). A plan prepared by a CWMB or water resources planning committee and adopted by the Minister in accordance with Division 3 of Part 7 of the Act. Water licence. A licence granted under the Act entitling the holder to take water from a prescribed watercourse, lake or well or to take surface water from a surface water prescribed area. This grants the licensee a right to take an allocation of water specified on the licence, which may also include conditions on the taking and use of that water. A water licence confers a property right on the holder of the licence and this right is separate from land title. Water plans. The State Water Plan, catchment water management plans, water allocation plans and local water management plans prepared under Part 7 of the Act. Water service provider. A person or corporate body that supplies water for domestic, industrial or irrigation purposes or manages wastewater. Waterbody. Waterbodies include watercourses, riparian zones, floodplains, wetlands, estuaries, lakes and groundwater aquifers. Watercourse. A river, creek or other natural watercourse (whether modified or not) and includes: a dam or reservoir that collects water flowing in a watercourse; and a lake through which water flows; and a channel (but not a channel declared by regulation to be excluded from the this definition) into which the water of a watercourse has been diverted; and part of a watercourse. Water-dependent ecosystems. Those parts of the environment, the species composition and natural ecological processes, which are determined by the permanent or temporary presence of flowing or standing water, above or below ground. The in-stream areas of rivers, riparian vegetation, springs, wetlands, floodplains, estuaries and lakes are all water-dependent ecosystems. Water-use year. The period between 1 July in any given calendar year and 30 June the following calendar year. This is also called a licensing year. Well. (a) an opening in the ground excavated for the purpose of obtaining access to underground water; (b) an opening in the ground excavated for some other purpose but that gives access to underground water; (c) a natural opening in the ground that gives access to underground water. Wetlands. Defined by the Act as a swamp or marsh and includes any land that is seasonally inundated with water. This definition encompasses a number of concepts that are more specifically described in the definition used in the Ramsar Convention on Wetlands of International Importance. This describes wetlands as areas of permanent or periodic/intermittent inundation, whether natural or artificial, permanent or temporary, with water that is static or flowing, fresh, brackish or salt, including areas of marine water the depth of which at low tides does not exceed six metres.
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