CLIENT: TGM GROUP PTY LTD REFERENCE NUMBER: H3005 DATE: PROJECT ADDRESS: Lara, Forest Road North, Curletts Road, GEOLOGIST: Andrew Redman Osterlund Road, Windermere Road DRILLING METHOD: 100mm diameter drill rig or hand auger TEST SITE 28 TEST SITE 29 TEST SITE 30 SOIL PROFILE SOIL PROFILE SOIL PROFILE Depth Fill C Depth Fill C Depth Fill C mm kPa mm kPa mm kPa 100 SILTY CLAY 100 THIS TEST SITE NOT 100 THIS TEST SITE NOT 200 dark brown moist firm 200 ESTABLISHED 200 ESTABLISHED 300 CLAY 300 300 400 red brown moist 400 400 500 500 500 and stiff 130+ 600 600 600 700 700 700 800 800 800 900 900 900 130+ 1000 1000 1000 1100 1100 1100 1200 1200 1200 1300 LIMESTONE highly 1300 1300 1400 1400 1400 weathered light grey 1500 1500 1500 1600 END BORE HOLE 1600 1600 1700 1700 1700 1800 1800 1800 1900 1900 1900 2000 2000 2000 2100 2100 2100 2200 2200 2200 2300 2300 2300 2400 2400 2400 2500 2500 2500 2600 2600 2600 2700 2700 2700 2800 2800 2800
CLIENT: TGM GROUP PTY LTD PROJECT ADDRESS: Lara, Forest Road North, Curletts Road, Osterlund Road, Windermere Road REFERENCE NUMBER: H3005 DATE: GEOLOGIST: Andrew Redman DRILLING METHOD: 100mm diameter drill rig or hand auger TEST SITE 28 TEST SITE 29 TEST SITE 30 Depth mm SOIL PROFILE Fill C kPa Depth mm SOIL PROFILE Fill C kPa Depth mm SOIL PROFILE Fill C kPa 100 200 SILTY CLAY dark brown moist firm 100 200 300 400 500 600 700 800 900 1000 1100 1200 1300 1400 1500 1600 1700 1800 1900 2000 2100 2200 2300 2400 2500 2600 2700 2800 THIS TEST SITE NOT ESTABLISHED 100 200 300 400 500 600 700 800 900 1000 1100 1200 1300 1400 1500 1600 1700 1800 1900 2000 2100 2200 2300 2400 2500 2600 2700 2800 THIS TEST SITE NOT ESTABLISHED 300 400 500 600 700 800 900 1000 1100 1200 1300 1400 1500 CLAY red brown moist and stiff LIMESTONE highly weathered light grey 130+ 130+ 1600 1700 1800 1900 2000 2100 2200 2300 2400 2500 2600 2700 2800 END BORE HOLE
8d19aed4cd809fe-Final%20Rezoning%20Report%20with%20Attachments%20(Reduced%20File%20Size).docx