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ADG1290.21 Dewatering Management Plan_Rev1_02.02.22 · OPW21/0315
Plans and drawings: the text below has words only, no drawings.
ADG Consulting Pty Ltd
As part of the Additional Geotechnical Investigation, DP installed a PVC standpipe in BH3, and undertook
sampling and analysis of groundwater on 18 January 2022 generally consistent with the National Acid
Sulfate Soil guidance documents. Sample analysis was performed by ALS Environmental laboratory, with
a summary of the analytical data provided below.
Table 2 Summary of key analytical groundwater data (sourced from DP 2022)
Parameter/Analyte BH3/MW3
Physico‐chemical
pH (pH units) 7.76
Electrical conductivity (µS/cm) 1,200
Total alkalinity (mg/L) 89
Dissolved metals (µg/L)
Aluminium 20
Arsenic <1
Cadmium <0.1
Chromium <1
Copper 2
Iron <50
Lead <1
Nickel 1
Zinc 8
Total metals (µg/L)
Aluminium 128,000
Iron 75,100
Other (mg/L)
Calcium 127
Magnesium 19
Sodium 106
Potassium 7
Chloride 93
Sulfate 355
Chloride: Sulfate ratio 0.26
Table notes:
<LOR = less than the limit of reporting
In summary, groundwater beneath the site is considered to be brackish and slightly basic pH, with low
alkalinity and buffering capacity. The soluble chloride to sulfate ratio is less than 4, which indicates that
where ASS are present underlying the site, they have been previously oxidised and sulfate released. No
exceedances of the relevant groundwater investigation levels (GILs; NEMP (2013)) or Noosa River
environmental values and water quality objectives (DERM 2010) were reported for any dissolved metals.
High levels of total iron and total aluminium were reported however there is currently no relevant
criterion for total iron or aluminium in marine waters. The high total iron and total aluminium
concentrations, along with low to non‐detectable concentrations of dissolved aluminium and iron,
ADG1290.21 Dewatering Management Plan_Rev1_02.02.22 Page 5
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