Appendix F
Groundwater Impact Assessment
Blackwater Mine - North Extension Project
Groundwater Impact Assessment
BM Alliance Coal Operations Pty Ltd
480 Queen Street
Brisbane, QLD 400
Prepared by:
SLR Consulting Australia
Level 16, 175 Eagle Street, Brisbane QLD 4000,
Australia
SLR Project No.: 620.014601.00006 R01
Client Reference No.: AU.015980
11 December 2023
Revision: v2.3
11 December 2023 | |
BM Alliance Coal Operations Pty Ltd | SLR Project No.: 620.014601.00006 |
Blackwater Mine - North Extension Project | R01 |
Revision Record
Revision | Date | Prepared By | Checked By | Authorised By |
V1.0 | 25 September 2023 | D Ashton, | I Epari | FIRST DRAFT |
KJ Wallis | ||||
P Rachakonda | ||||
V2.0 | 9 November 2023 | L Mynott | I Epari | |
V2.2 | 1 December 2023 | M Nariansamy | I Epari | P Allen |
V3.0 | 11 December 2023 | M Nariansamy | I Epari | P Allen |
Basis of Report
This report has been prepared by SLR Consulting Australia (SLR) with all reasonable skill, care and diligence, and taking account of the timescale and resources allocated to it by agreement with BM Alliance Coal Operations Pty Ltd (the Client). Information reported herein is based on the interpretation of data collected, which has been accepted in good faith as being accurate and valid.
This report is for the exclusive use of the Client. No warranties or guarantees are expressed or should be inferred by any third parties. This report may not be relied upon by other parties without written consent from SLR.
SLR disclaims any responsibility to the Client and others in respect of any matters outside the agreed scope of the work.
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BM Alliance Coal Operations Pty Ltd | 11 December 2023 | |
Blackwater Mine - North Extension Project | SLR Project No.: 620.014601.00006 R01 | |
Table of Contents | ||
Basis of Report | i | |
Acronyms and Abbreviations | ix | |
1.0 | Introduction | 1 |
1.1 | Overview | 1 |
1.2 | Project Background | 1 |
1.3 | Study Objectives | 5 |
2.0 | Legislative Requirements and Relevant Guidelines | 6 |
2.1 | Legislation | 6 |
2.1.1 Commonwealth Environment Protection and Biodiversity Act 1999 | 6 | |
2.1.2 Queensland Water Act 2000 | 15 | |
2.1.3 Environmental Protection (Water and Wetland Biodiversity) Policy 2019 | 17 | |
2.1.4 Environmental Authority | 18 | |
2.2 | Relevant Guidelines | 18 |
3.0 | Existing Conditions | 19 |
3.1 | Climate | 19 |
3.2 | Topography and Drainage | 21 |
3.3 | Land Use | 24 |
3.3.1 Agriculture | 24 | |
3.3.2 Mining | 26 | |
3.3.3 Petroleum | 29 | |
4.0 | Geology | 30 |
4.1 | Quaternary Sediments | 35 |
4.2 | Tertiary Sediments and Basalt | 35 |
4.3 | Triassic Clematis Group | 35 |
4.4 | Triassic Rewan Group | 35 |
4.5 | Permian Rangal Coal Measures | 35 |
4.6 | Burngrove Formation | 36 |
4.7 | Structural Geology | 36 |
5.0 | Hydrogeology | 39 |
5.1 | Groundwater Monitoring | 39 |
5.2 | Hydraulic Properties | 45 |
5.2.1 Northern Area | 45 | |
5.2.2 Southern Area | 48 | |
5.2.3 Faults | 49 | |
5.3 | Groundwater Distribution, Flow, Recharge and Discharge | 50 |
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BM Alliance Coal Operations Pty Ltd | 11 December 2023 | |
Blackwater Mine - North Extension Project | SLR Project No.: 620.014601.00006 R01 | |
5.3.1 Quaternary Sediments (Alluvium) | 50 | |
5.3.2 Tertiary Sediments | 51 | |
5.3.3 Clematis Group | 52 | |
5.3.4 Rewan Group | 52 | |
5.3.5 Rangal Coal Measures | 53 | |
5.3.6 Burngrove Formation | 61 | |
5.3.7 Vertical Flow between Units | 61 | |
5.3.8 Groundwater-Surface Water Interactions | 64 | |
5.4 | Groundwater Quality | 64 |
5.4.1 Physicochemical Parameters | 64 | |
5.4.2 Metals | 75 | |
5.5 | Groundwater Use and Management | 76 |
5.5.1 Groundwater Dependent Ecosystems | 77 | |
5.5.2 Springs | 83 | |
5.5.3 Wetlands | 83 | |
5.5.4 Anthropogenic Groundwater Users (Landholder Bores) | ............................................. 83 | |
5.6 | Conceptual Hydrogeological Model | 86 |
5.6.1 Groundwater Levels and Flow | 86 | |
5.6.2 Groundwater -Surface Water Interaction | 87 | |
5.6.3 Groundwater Quality | 87 | |
5.6.4 Mining Impacts | 87 | |
5.7 | Water Levels and Ecohydrogeological Models | 89 |
5.7.1 Approach and Methodology | 89 | |
5.7.2 Water levels and Water Table Depth | 89 | |
5.7.3 Groundwater Chemistry | 91 | |
5.7.4 Summary of Conceptual Hydrological Model | 91 | |
5.7.5 Conceptual Ecohydrological Models | 91 | |
6.0 | Groundwater Numerical Model | 95 |
6.1 | Model Objectives | 95 |
6.2 | Software | 95 |
6.3 | Model Setup | 95 |
6.3.1 Model Grid and Layers | 97 | |
6.3.2 Boundary Conditions | 97 | |
6.3.3 Temporal Discretisation | 100 | |
6.3.4 Calibration Results | 101 | |
6.3.5 Calibrated Hydraulic Properties | 105 |
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BM Alliance Coal Operations Pty Ltd | 11 December 2023 | |
Blackwater Mine - North Extension Project | SLR Project No.: 620.014601.00006 R01 | |
6.4 | Model Predictions | 106 |
6.4.1 Predicted Groundwater Interception | 107 | |
6.4.2 Predicted Maximum Drawdowns | 108 | |
6.4.3 Incidental Water Impact | 115 | |
6.4.4 Post Mining Equilibrium | 115 | |
6.5 | Sensitivity Analysis | 119 |
6.6 | Uncertainty Analysis | 119 |
6.6.1 Uncertainty of Mine Inflows | 119 | |
6.6.2 Groundwater Drawdowns | 120 | |
6.6.3 Uncertainty of Drawdown at Landholder Bores | 126 | |
6.6.4 Uncertainty of Influence on Alluvium and Surface Water Flow | .................................. 128 | |
6.7 | Model Limitations | 128 |
7.0 | Impacts on Groundwater Resources | 129 |
7.1 | Highlands Groundwater Management Area | 129 |
7.2 | Potential Impact on Groundwater Users | 129 |
7.2.1 Privately-Owned Supply Bores | 129 | |
7.2.2 Groundwater Dependent Ecosystems | 131 | |
7.3 | Potential Impacts on Surface Drainage | 133 |
7.4 | Potential Impacts on Groundwater Quality | 133 |
7.4.1 In Pit Waste Rock Emplacement Areas | 133 | |
7.4.2 Final Void | 133 | |
7.4.3 Workshops and Storage | 134 | |
7.5 | Impact of Climate Change on Predictions | 134 |
7.5.1 Climate Impact on Predictions | 135 | |
7.5.2 Climate Impact on Long-termPost-Mining Recovery | 135 | |
8.0 | Management and Mitigation | 136 |
8.1 | Mitigation Measures | 136 |
8.1.1 Mine Affected Water | 136 | |
8.1.2 Groundwater Use | 136 | |
8.2 | Groundwater Management | 136 |
8.2.1 Groundwater Monitoring Program | 136 | |
8.2.2 Data Management and Reporting | 137 | |
9.0 | References | 138 |
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BM Alliance Coal Operations Pty Ltd | 11 December 2023 | |
Blackwater Mine - North Extension Project | SLR Project No.: 620.014601.00006 R01 | |
Tables in Text | ||
Table 2-1 | IESC Information Requirements Checklist | 7 |
Table 3-1 | Current Mining Operations and Advanced Projects within 50 km of the Project | |
....................................................................................................................... | 27 | |
Table 3-2 | Exploration Permits within 10 km of ML1759 and ML1762 | 29 |
Table 4-1 | Summary of Stratigraphy in the Study Area | 30 |
Table 5-1 | Monitoring Network | 40 |
Table 5-2 | Blackwater Northern Area Slug Test Results | 45 |
Table 5-3 | Minyango Falling-Head Tests | 46 |
Table 5-4 | Drill stem Test Results (EMM, 2019) | 48 |
Table 5-5 | Hydraulic Parameters (South Blackwater Area) | 48 |
Table 5-6 | Water Levels at Grouped Standpipe Bores | 63 |
Table 5-7 | Summary Statistics of Field pH Observations | 65 |
Table 5-8 | Summary Statistics of Field EC Observations | 65 |
Table 5-9 | Guideline Values for EA Metals and Metalloids | 75 |
Table 5-10 | Existing Private Groundwater Bores within 10 km of the Project Area (DRDMW | |
GWDB) | 84 | |
Table 5-11 | Summary of bores included in the water table mapping (RDM Hydro et al, 2023) | |
....................................................................................................................... | 90 | |
Table 6-1 | Stratigraphy - Model Layer Summary | 97 |
Table 6-2 | River and Surface Water Features in the Model | 98 |
Table 6-3 | Mining Infrastructure in the Model | 99 |
Table 6-4 | Calibrated Recharge | 99 |
Table 6-5 | Calibration Statistics | 101 |
Table 6-6 | Calibrated Hydraulic Conductivities | 105 |
Table 6-7 | Predicted Maximum Drawdown Impact on Landholder Bores (Uncertainty | |
Analysis, 95th percentile) | 127 | |
Table 7-1 | Drawdown Impact on Landholder Bores (Base case scenario) | 130 |
Table 7-2 | Final Voids - Equilibrium Water Levels and Groundwater Levels | 133 |
Table 7-3 | Change in Rainfall for Different Climate Scenarios (2090) | 135 |
Table 7-4 | Final Voids - Equilibrium Water Levels - Climate Extremes | 135 |
Table 8-1 | Groundwater Monitoring Locations and Frequency | 137 |
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BM Alliance Coal Operations Pty Ltd | 11 December 2023 |
Blackwater Mine - North Extension Project | SLR Project No.: 620.014601.00006 R01 |
Figures in Text
Figure 1-1 | Project Location | 3 |
Figure 1-2 | Project Indicative Mining Progression | 4 |
Figure 2-1 | Groundwater Management Areas and Chemistry Zones | 16 |
Figure 3-1 | Average Monthly Rainfall, Evapotranspiration and Evaporation at SILO Location | |
(1970-2022) | 19 | |
Figure 3-2 | Long-term Annual Rainfall | 20 |
Figure 3-3 | Monthly Rainfall and CRD | 21 |
Figure 3-4 | Monthly Rainfall at the BWM Site Station and SILO Data Location (2017-2018) | |
....................................................................................................................... | 21 | |
Figure 3-5 | Topography, Drainage and Water Plans | 23 |
Figure 3-6 | Average Daily Water Levels in Blackwater Creek D/S plotted against Daily | |
Rainfall | 24 | |
Figure 3-7 | Surrounding Land Uses | 25 |
Figure 3-8 | Surrounding Mines and CSG Projects | 28 |
Figure 4-1 | Surface Geology | 32 |
Figure 4-2 | Solid Geology | 33 |
Figure 4-3 | Geological Cross Section across the Study Area | 34 |
Figure 4-4 | Schematic Seam Stratigraphy and Split Diagram (BMA, 2014) | 37 |
Figure 4-5 | Local and Regional Faults | 38 |
Figure 5-1 | Groundwater Monitoring Network | 44 |
Figure 5-2 | Hydraulic Testing Data Locations | 47 |
Figure 5-3 | Faulting Conceptual Model Developed by Coffey (2014) | 50 |
Figure 5-4 | Standing Water Level in the Tertiary Sediment Bores | 52 |
Figure 5-5 | Standing Water Level in the Rewan Group | 53 |
Figure 5-6 | Standing Water Level in the Rangal Coal Measures, Northern Area | 54 |
Figure 5-7 | Standing Water Level in the Rangal Coal Measures, Bonnie Doon Area | 55 |
Figure 5-8 | Surveyed Water Level for Bonnie Doon Surface Water Storage Areas | 56 |
Figure 5-9 | Standing Water Level in the Rangal Coal Measures, near TSF | 56 |
Figure 5-10 | Standing Water Level in the Rangal Coal Measures, BWM Central | 57 |
Figure 5-11 | Standing Water Level in the Rangal Coal Measures - BWM South | 58 |
Figure 5-12 | Groundwater Level Contours in the Aries Seam and Pit Lake Elevations (March | |
2023) | 60 | |
Figure 5-13 | Standing Water Level in the Burngrove Formation | 61 |
Figure 5-14 | Groundwater Levels at VWP19BWM01 and CRD | 62 |
Figure 5-15 | Groundwater Level at VWP19BWM02P and CRD | 63 |
Figure 5-16 | Piper Plot - Tertiary Sediments | 67 |
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BM Alliance Coal Operations Pty Ltd | 11 December 2023 | |
Blackwater Mine - North Extension Project | SLR Project No.: 620.014601.00006 R01 | |
Figure 5-17 | Electrical Conductivity (Field) - Tertiary Sediments | 67 |
Figure 5-18 | Field pH - Tertiary Sediments | 68 |
Figure 5-19 | Piper plot - Rewan Group | 69 |
Figure 5-20 | Electrical Conductivity (Field) - Rewan Group | 69 |
Figure 5-21 | Field pH - Rewan Group | 70 |
Figure 5-22 | Piper Diagram - Rangal Coal Measures (a. Bonnie Doon; b. South; c. North; | |
and d. Central) | 71 | |
Figure 5-23 | Field EC - Rangal Coal Measures (a. Bonnie Doon; b. South; c. North; and d. | |
Central) | 72 | |
Figure 5-24 | Field pH - Rangal Coal Measures (a. Bonnie Doon; b. South; c. North; and d. | |
Central) | 72 | |
Figure 5-25 | Piper Diagram - Burngrove Formation | 73 |
Figure 5-26 | Field EC - Burngrove Formation | 74 |
Figure 5-27 | Field pH - Burngrove Formation | 74 |
Figure 5-28 | Predicted Terrestrial Groundwater Dependent Ecosystems (BoM and DES | |
Predictive Mapping) | 79 | |
Figure 5-29 | Potential Terrestrial GDE Communities in the Project area (EMM, 2023) | 80 |
Figure 5-30 | Mapped Potential Aquatic GDEs in the Vicinity of the Project (BoM/DES) | 82 |
Figure 5-31 | Private Bores | 85 |
Figure 5-32 | Conceptual Hydrogeological Section of the Project Area and Surroundings.... | 88 |
Figure 5-33 | Type A - Conceptual ecohydrological model - perched aquifers in alluvium (from | |
RDM Hydro et al. 2023) | 92 | |
Figure 5-34 | Type B - Conceptual ecohydrological model - perched aquifers in alluvium (from | |
RDM Hydro et al., 2023) | 93 | |
Figure 5-35 | Type C - Conceptual ecohydrological model - interaction with Tertiary and | |
Permo-Triassic sediments perched aquifers - direct interaction between Coal | ||
Seams and alluvium (from RDM Hydro et al., 2023) | 94 | |
Figure 5-36 | Type D - Conceptual ecohydrological model - interaction with Tertiary and | |
Permo-Triassic sediments perched aquifers - indirect interaction between Coal | ||
Seams and alluvium (from RDM Hydro et al., 2023) | 94 | |
Figure 6-1 | Model Domain, Watercourses and Mine Plan | 96 |
Figure 6-2 | Observed vs Computed Target Water Levels | 102 |
Figure 6-3 | Transient Calibration Average Head Residuals (m) | 103 |
Figure 6-4 | Modelled Depth to Water Table (m) End of Calibration (December 2022) | 104 |
Figure 6-5 | Estimated Hydraulic Conductivities vs Calibrated Hydraulic Conductivities ... | 106 |
Figure 6-6 | Predicted Cumulative (a) and Incremental (b) Mine Inflows | 107 |
Figure 6-7 | Maximum Incremental (a) and Cumulative (b) Drawdown in the Alluvium and | |
Tertiary (Layer 1) | 110 | |
Figure 6-8 | Maximum Incremental (a) and Cumulative (b) Drawdown in the Alluvium and | |
Weathered Zone (Layer 2) | 111 |
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BM Alliance Coal Operations Pty Ltd | 11 December 2023 | |
Blackwater Mine - North Extension Project | SLR Project No.: 620.014601.00006 R01 | |
Figure 6-9 | Maximum Incremental (a) and Cumulative (b) Drawdown in the Aries Seam | |
(Layer 8) | 112 | |
Figure 6-10 | Maximum Incremental (a) and Cumulative (b) Drawdown in the Pollux Seam | |
(Layer 12) | 113 | |
Figure 6-11 | Maximum Incremental (a) and Cumulative (b) Drawdown in the Burngrove | |
Formation (Layer 14) | 114 | |
Figure 6-12 | Indicative Final Void Locations | 116 |
Figure 6-13 | Predicted Project Final Void Water Level Recovery over Time | ...................... 117 |
Figure 6-14 | Groundwater Table Recovery (200 years Post-Mining) | 118 |
Figure 6-15 | Mine Inflow Predictive Uncertainty | 119 |
Figure 6-16 | Uncertainty in Predicted 1 m Maximum Incremental Drawdown in the Alluvium | |
and Tertiary (Layer 1) | 121 | |
Figure 6-17 | Uncertainty in Predicted 1 m Maximum Incremental Drawdown in the | |
Weathered Zone (Layer 2) | 122 | |
Figure 6-18 | Uncertainty in Predicted 1 m Maximum Incremental Drawdown in the Aries | |
Seam (Layer 8) | 123 | |
Figure 6-19 | Uncertainty in Predicted 1 m Maximum Incremental Drawdown in the Pollux | |
Seam (Layer 12) | 124 | |
Figure 6-20 | Uncertainty in Predicted 1 m Maximum Incremental Drawdown in the Burngrove | |
Formation (Layer 14) | 125 | |
Figure 7-1 | Potential for impacts to TGDE (EMM, 2023) | 132 |
Appendices
Appendix A-1 Water Level Plots
Appendix A-2 Water Quality Summary Tables and Box-and-Whisker Plots Appendix A-3 Exisiting Water Supply Bores in the Study area / Bore Census Appendix A-4 Groundwater Bore Installation Report
Appendix B Groundwater Modelling Technical Report
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