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FIGURE N0.1 <br />TYPICAL GEOTECHNICAL HOLE DESIGN <br />GROUND LEVEL <br /> <br />~\ <br /> BENTONITE GROUT TO <br />_ BOTTOM OF SURFACE DASING <br />"'"' -I"J ^~ o -ol A; oETER- StIR <br />X X xx CASING <br />XX Xx <br />XXXx <br />XX XX <br />xxxx 14 INCH DIAMETER HOLE <br />xxxx <br />x <br />xx <br />x x x X <br />HOLE FILLED WITH LT_ WT. <br />X X XX BENTONITE/CEMENT GROUT <br /> OR SAND <br />xxxx <br />xxxx <br />xxxx <br />xxxx <br />400 FEET x x x x <br />xxxx <br />xxxx <br />xxxx <br />xxxx <br /> x x <br /> xxxx <br /> xxxx <br /> xxxx 50' BENTONITE GROUT <br /> xxxx <br /> E SEAM <br />0 <br />N <br />Y <br />U <br />O <br />U <br />!a <br />