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Geotech Inestigation · MCU22/0192
FINDINGS All the field information and test results collected during our site investigation and detailed in this report, including any site plans, log and data sheets together form the basis of our recommendations. The soil profile encountered during our investigations, and as reported, was reasonably and acceptably consistent across the proposed development, and within our expectations from regional experience and correlation with The Qld Dept of Mines/Energy Geology Sheet 9445/1999 (Gympie). The Qld Dept Mines/Energy Geology Sheet 9445/1999 describes the geology as Early-Middle Triassic, Kin Kin Beds, arenite, argillite or phyllite. The susceptibility to flooding from groundwater is low and site drainage was recorded as poor. No water table was encountered on the day of our site investigation. However, during and for some time after periods of seasonal, heavy or extended rainfall water seepage on the sand/clay interface may cause a loss of bearing capacity at this level. Seepage may also cause collapse of excavations, which may increase concrete volumes significantly above those normally anticipated. Cobbles and/or boulders in soil profiles are sometimes common and unfortunately we cannot predict their size or frequency. It has also been our experience that these floaters can be extremely difficult to excavate with conventional equipment. However, experience in this area has shown that beneath any floaters the soil grades into stable weathered rock at relatively shallow depths. Moderately weathered excavatable rock was encountered at, and is expected at, relatively shallow depths across the proposed site. Cabin 4 (existing dwelling) The proposed site for Cabin 1 is on a partially exposed 0-3% eastern slope with neighbouring vegetation consisting of grasses and trees. We recorded a few shrubs/small trees within, or adjacent to, the proposed cabin site that are likely to be removed. Slope configuration across the proposed site is determined to be linear planar. The landform was recorded as natural and partially disturbed. Cabins 1,2 &3 The proposed site for Cabins 2, 3 & 4 are on an exposed 15-30% northwestern slope with neighbouring vegetation consisting of grasses. Slope configuration across the proposed site is determined to be waxing planar. The landform was recorded as natural and partially disturbed. The resistance of the soil encountered was tested with an approved 9kg Dynamic Cone Penetrometer and the results recorded at the appropriate levels on the attached log sections. Unearthed Geotechnical P/L. 3 Site Investigation Report 022-164
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