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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: Lot 11 (130) Lake DATE TESTED: 24/05/2021 Macdonald Drive, Cooroy. JOB NO: 21/0611-2 Drilling Method: Jacro 105 100mm. Borehole No.7 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 1 plasticity, pale brown, fine to coarse sand, trace of gravel, moist, firm. 400 2 25 500 2 600 2 700 2 25 800 SILTY SANDY CLAY (CI) Medium 4 125 plasticity, pale brown, fine to coarse sand, trace of gravel, moist, stiff. 900 5 1000 6 >200 1100 7 1200 SILTY SANDY CLAY (CD Medium 10 plasticity, pale brown, fine to coarse sand, trace of gravel, moist, very stiff. 1300 15 1400 18 1500 18 1600 18 1700 18 1800 1900 2000 3000 3200 SANDY CLAY (CL)- Low plasticity, pale brown, fine to coarse sand, moist, hard. (Becoming Extremely Weathered Rock) 3400 3800 4000 ROCK — Auger Refusal. Page | 5 Borelogging in accordance with AS1726-2017 Geotechnical Site Investigations Code 21/0611-2
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