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REFERENCE DOCUMENTS - RAL25/0004 (As Published)
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concentrations. Explosivity monitoring was less than the detection limit and was used as a surrogate for
PID readings.
Whilst field screening is preferred when no significant rain has occurred the week prior to or during
sampling to ensure soil pore spaces are not saturated, this was not possible given monsoonal conditions
experienced during the works. This means there was potential for any LFG to be suppressed and not
detected during the DSI 1 monitoring that may have otherwise been recorded during dry conditions.
DSI 2 works included installation and monitoring of 7 LFG bores as well as within the 4 groundwater
bores, with results presented in Table 20 below with no detected SAC exceedances.
Table 20: Landfill gas bore monitoring
Atmospheric
Pressure CH4 CO2 O2 CO H2S
Bore Time pressure
differential % % % ppm ppm
mbar
MB1 0811 1008 NA 0 1.8 17.2 0 0
MB2 0731 1008 NA 0 0.9 19.0 0 0
MB3 0824 1008 NA 0 2.0 15.7 0 0
MB4 0849 1008 NA 0 3.2 11.3 0 0
LFG1 0719 1008 <1 Pa 0 17.6 3.5 0 0
LFG2 0836 1008 <1 Pa 0 6.1 15.7 0 0
LFG3 0903 1008 <1 Pa 0 5.5 15.2 0 0
LFG4 0928 1009 <1 Pa 0 5.5 16.0 0 0
LFG5 0742 1008 <1 Pa 0 6.9 14.9 0 0
LFG6 0755 1008 <1 Pa 0 5.4 13.7 0 0
LFG7 0916 1009 <1 Pa 0 8.8 11.0 0 0
NA = not applicable due to absence of a biogas valve and quick fit nipple
X Denotes result at or above initial screening SAC
8.5. SCREENING TRIAL
A trial soil screening exercise was performed on 23/4/24 using a 25mm trommel screen supplied and
operated by Soil Cyclers Pty Ltd (refer Photos 21 and 22 below). The purpose of this trial was to inform
remediation options for the northern AEC 1 that will be detailed separately as part of remediation planning
documents.
125 Lot 105 SP118458 Cooroy DSI 12062024 Rev0 Lot 105 SP118458, Cooroy, QLD, 4563
12/06/2024 73 Detailed Site Contamination Investigation
Document Set ID: 23717062
Version: 0, Version Date: 01/01/1900
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