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 19 TEST SITE 20 TEST SITE 21 SOIL PROFILE SOIL PROFILE SOIL PROFILE Depth Fill C Depth Fill C Depth Fill C mm kPa mm kPa mm kPa 100 THIS TEST SITE NOT 100 THIS TEST SITE NOT 100 SILTY CLAY 200 ESTABLISHED 200 ESTABLISHED 200 dark brown moist firm 300 300 300 400 400 400 500 500 500 600 600 600 700 700 700 800 800 800 LIMESTONE highly 900 900 900 weathered light brown 1000 1000 1000 END BORE HOLE UNABLE 1100 1100 1100 TO PENETRATE 1200 1200 1200 1300 1300 1300 1400 1400 1400 1500 1500 1500 1600 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 19 TEST SITE 20 TEST SITE 21 Depth mm SOIL PROFILE Fill C kPa Depth mm SOIL PROFILE Fill C kPa Depth mm SOIL PROFILE Fill C kPa 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 100 200 300 400 500 600 700 800 900 SILTY CLAY dark brown moist firm LIMESTONE highly weathered light brown 1000 1100 1200 1300 1400 1500 1600 1700 1800 1900 2000 2100 2200 2300 2400 2500 2600 2700 2800 END BORE HOLE UNABLE TO PENETRATE
8d19aed4cd809fe-Final%20Rezoning%20Report%20with%20Attachments%20(Reduced%20File%20Size).docx