CLIENT: TGM GROUP PTY LTD REFERENCE NUMBER: H3005 DATE: 16/09/2013 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 7 TEST SITE 8 TEST SITE 9 Depth SOIL PROFILE Fill C Depth SOIL PROFILE Fill C Depth SOIL PROFILE Fill C mm kPa mm kPa mm kPa THIS TEST SITE NOT SILTY CLAY 100 ESTABLISHED 100 SILTY CLAY 100 brown moist and firm 200 200 brown moist and firm 200 CLAY 300 300 brown 300 CLAY 400 400 brown 400 moist and stiff 500 500 130+ 500 moist and stiff 130+ 600 600 600 700 700 700 800 800 800 LIMESTONE highly 900 900 weathered light grey 900 1000 1000 1000 130+ 1100 1100 1100 1200 1200 1200 1300 1300 1300 1400 1400 1400 1500 1500 1500 130+ 1600 1600 END BORE HOLE 1600 END BORE HOLE 1700 1700 (DRILLING RIG) 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
CLIENT: TGM GROUP PTY LTD PROJECT ADDRESS: Lara, Forest Road North, Curletts Road, Osterlund Road, Windermere Road REFERENCE NUMBER: H3005 DATE: 16/09/2013 GEOLOGIST: Andrew Redman DRILLING METHOD: 100mm diameter drill rig or hand auger TEST SITE 7 TEST SITE 8 TEST SITE 9 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 THIS TEST SITE NOT ESTABLISHED 100 200 SILTY CLAY brown moist and firm 100 SILTY CLAY brown moist and firm 200 300 400 500 600 700 800 900 1000 1100 1200 1300 1400 1500 CLAY brown moist and stiff LIMESTONE highly weathered light grey 130+ 300 400 500 600 700 800 900 1000 1100 1200 1300 1400 1500 CLAY brown moist and stiff 130+ 130+ 130+ 1600 1700 1800 1900 2000 2100 2200 2300 2400 2500 2600 2700 END BORE HOLE (DRILLING RIG) 1600 1700 1800 1900 2000 2100 2200 2300 2400 2500 2600 2700 END BORE HOLE
8d19aed4cd809fe-Final%20Rezoning%20Report%20with%20Attachments%20(Reduced%20File%20Size).docx