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97012 2/12/96 G. EDDY/FIG2.DWG, I:1 <br />• <br />• <br />WBIi-BO6 WBI-H8O7 <br />0 0 <br />20/12 = 25/12 <br />10 50/12 = 35/12 10 <br />= 53/12 86/12 <br />~ 20 38/12 = 50/3 20 ~ <br />~ -_ ~ <br />? 44/12 50/2 ? <br />w <br />3p 46/12 51/8 30 <br />47/12 86/8 <br />40 55/12 51/12 40 <br />= 50/6 50/1 <br />50 63/12 76/12 p <br />LEA <br />SANDSTONE: WEATHERED, COLLUVIAL, MEDIUM DENSE <br />_ TO DENSE, SILTY, NON-PLfSTIC, OCCAISIONAL COBBLES, <br />REDDISH BROWN <br />SHALE: GREY, VERY HARD, FINE GRAINED, MANGOS SHALE FORMATION <br />::;it ^W: <br />Y:i:~~ TOPSOIL, BLACK ORGANIC SOIL, WITH SOME COAL CUTTINGS <br />~n.~:: ": <br />".: ~o- ,: <br />50 12 INDICATES THAT 50 BLOWS OF A 63.5 Kg (140LB) HAMMER, FALLING <br />/ APPROXIMATELY 76.2 cm (30-IN) WERE REQUIRED TO DRIVE THE SAMPLE <br />BARREL 30.5 cm (12-INCHES) <br />• \~I. .~. ~.® <br />W <br />\T/ <br />C ~ ^ C t. <br />BOWIE RESOURCES, LIMITED <br />BOWIE No. 2 MINE <br />COAL MINE WASTE BANK DESIGN <br />FIGURE No. 2 <br />GEOTECHNICAL INVESTIGATIONS <br />BOREHOLE LOGS <br />