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Geotech Report - Acid Sulfate Soil Assessment
Attached to the e-mail Operation Works Application - OPW19/0266 - 215 David Low Way, Peregian Beach - (EMAIL 2/3) - Site Based Stormwater Management Plan, Acid Sulphate Soil & Groundwater Management Plan.
~ Screening Test Indicators | Strong reaction with peroxide pHr-pHrox>1 | pHrox<3 Semple Material Bore | Depth Reaction | pHr | pHrox Type Sb i | : Sk 0.0-0.25 Fill and Sand Weak | 5.2 0.25-0.5 | “Sand SSs|s«CVery Weak | 4.5 05-0.75| ~~ Sand Very Weak | 5.0 ee Ma ee fag ; ry Weak | 50 | Very Weak | 4.8 Sand " VeryWeak | 5.3 | 5. Sand | VeryWeak | 5.6 | 58 Sand ———™s«WVery Weak | 559 | 5.8 Sand Very Weak | 6.1 | 5 FillandSand | Weak | 62 | Sand Very Weak | 5.4 i Sand ‘| Very Weak | 5.3 Sand | VeryWeak | 49] 52 | r Sand | VeryWeak | 5.7 | 56 Sand VeryWeak | 5.9 | 5.1 Sand Very Weak | 5.5 | 55 Sand | VeryWeak | 5.9 | 5.5 Sand VeryWeak | 6.0 | 55 Sand | VeryWeak | 59 | 56 Silty Sand Weak | 5.5 | 23 Silty Sand and Sand Weak 57 | 24 7 Sand Weak | 64] 44 Sand Weak | 58] 43 | 5 | 10425 Sand | Very Weck | 5.0) 48 | 1.25-1.5 Sand Very Weak | 4.9 | 5.0 4.51.75 Sand Very Weak | 5.2 | 5.7 1.75-2.0 Sand VeryWeak | 5.8 | 5.6 (20-225) Sand VeryWeak | 5.7 | 56 | 2.25-2.5 Sand Very Weak | 5.9 | 56 | / 0.0-0.25 Silty Sand | Weak | 62| 39 0.25-0.5 | Silty Sand and Sand Very Weak | 6.3 | 5.0_ 05-075| Sand VeryWeak | 5.9 | 54 | | 0.75-1.0 Sand Very Weak | 6.2 | 57 | 104.25 _ Sand | VeryWeak | 5.9 | 44 - 4.25-1.5 Sand Very Weak | 6.1 | 5.8 1.5-4.75 Sand —Sséd|s«VeryWeak | 5.6 | 58 75-20} Sand —~'| *‘VeryWeak | 58) 57 | Sand “Very Weak | 5.4] 5.1 “Sand | VeryWeak | 5.9] 57 | v v v 7 The results of the screening tests indicate reactions ranging from very weak to very strong after the addition of hydrogen peroxide; pHrox values 1 pH unit below the pH value measured in nearly all the samples analysed; and a significant number of samples analysed yielded pHrox values below 3 pH units. Residential Development 215-219 David Low Way, Peregian Beach Project No. 07160 Page 7 of 10 18 June 2007
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