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 22 TEST SITE 23 TEST SITE 24 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 SILTY CLAY dark 100 THIS TEST SITE NOT 200 dark brown moist firm 200 brown moist and 200 ESTABLISHED 300 300 firm 300 400 400 CLAY 400 500 500 500 red brown moist 130+ 600 LIMESTONE highly 600 and stiff 600 700 weathered light brown SILTY 700 700 800 CLAY and variable lenses 800 800 900 900 900 brown brown 1000 1000 130+ 1000 1100 1100 grey 1100 1200 1200 1200 1300 END BORE HOLE UNABLE 1300 1300 1400 1400 1400 TO PENETRATE and weathered limestone 1500 1500 1500 fragments 130+ 1600 1600 END BORE HOLE 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 22 TEST SITE 23 TEST SITE 24 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 SILTY CLAY dark brown moist firm LIMESTONE highly weathered light brown SILTY CLAY and variable lenses 100 200 300 SILTY CLAY dark brown moist and 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 400 500 600 700 800 900 1000 1100 1200 1300 1400 1500 CLAY red brown moist and stiff brown brown grey and weathered limestone fragments 130+ 130+ 130+ 1300 1400 1500 1600 1700 1800 1900 2000 2100 2200 2300 2400 2500 2600 2700 2800 END BORE HOLE UNABLE TO PENETRATE 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