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Attached to the e-mail RAL21/0018 - Information Request Response - 130 Lake Macdonald Drive Cooroy (Email 2 of 3).
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GLOBAL TESTING THE ONLY NAME IN SOILS SOIL PROFILE REPORT CLIENT: Lyndal Petersen AUTHORISED __Lyndal Petersen BY: PROJECT: Proposed Lot 11 (No.130) DATE TESTED: 24/05/2021 Lake Macdonald Drive, Cooroy. JOB NO: 21/0611-2 Drilling Method: Jacro 105 100mm. Borehole No.6 Depth Description PENET. Est. Bearing (mm) (blows per 100mm) Capacity | (kPa) 3 4) 5| 6 0 SANDY CLAY (CL)- Low plasticity, grey/ brown, fine to coarse sand, moist, firm. 100 2 25 200 2 300 SILTY SANDY CLAY (CI) Medium plasticity, pale brown, fine to coarse sand, trace of gravel, moist, firm. 400 2 500 2 25 600 2 700 2 800 2 900 SILTY SANDY CLAY (CI) Medium 4 125 plasticity, pale brown, fine to coarse sand, trace of gravel, moist, stiff. 1000 6 >200 1100 9 1200 SILTY SANDY CLAY (CI) Medium 10 plasticity, pale brown, fine to coarse sand, trace of gravel, moist, very stiff. 1300 13 1400 14 1500 15 1600 15 1700 2000 2800 3200 SANDY CLAY (CL)- Low plasticity, pale brown, fine to coarse sand, moist, hard. (Becoming Extremely Weathered Rock) 3400 3500 3600 3700 4000 ROCK - Auger Refusal. Page | 4 Borelogging in accordance with AS1726-2017 Geotechnical Site Investigations Code 21/0611-2
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