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Acid sulfate Management Plan Reference Document OPW19-0239 · OPW19/0239
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Gympie Terrace Noosaville Pty Ltd 4.0 SITE DESCRIPTION The site is located at 217 to 219 Gympie Terrace, Noosaville; covering a total area of approximately 0.11 hectares. The site was generally flat and clear at the time of our investigation, comprising short grass and a few small to medium sized trees located in the south east corner. Site conditions at the time of our investigation are shown in Photograph 1. Photograph 1: Site conditions at the time of fieldwork, looking south west from borehole BH1. 5.0 OVERVIEW OF ENVIRONMENTAL ISSUES This section provides a brief overview of environmental issues related to ASS associated with the excavation stage of the proposed development. 5.1 ASS Summary The results from this investigation indicate that low levels of existing acidity and potential ASS (PASS) are distributed throughout the natural sands across the site. The SPP14 Guidelines require that the level of treatment for management of ASS is based on treatment of all existing and potential acidity. The results of the laboratory testing have been accumulated in an Acid- Base Account to give the Net Acidity for each sample in units of mol H+/tonne as presented in Table C1 of our geotechnical report (ref. J000799-002-Rev0). This value has been calculated from sulfur trail potential acidity (SCr) plus actual acidity (TAA). Liming rates have been calculated in kg CaCO3/m³ using a factor of safety (fineness factor) of 1.5 and an assumed bulk density of 1.8 tonne/m3. Calculation of liming rates required for full neutralisation of combined existing and potential acidity are presented in Table 1. Table 1: Liming Rates Material Type Depth Treatment Rate 0 m – 1 m BGL 5 kg CaCO3/m³ Natural Sands Below 1 m BGL 15 kg CaCO3/m³ Note: * Below Ground Level ** Liming rate based on maximum values. J000799-003-R-Rev0 Page 2
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