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DATE OBSERVED:. 6-17-85 METHOD OF DRILLING:_. 24'' Bucket Auger <br />+ 2200 to 23'; 1450 to 4 '� 700 <br />LOGGED BY; MBC GROUND ELEVATION: 152— LOCATION: See Plot Plan <br />0 <br />0 <br />I- <br />o <br />0 <br />mw <br />W <br />a <br />.a <br />}e <br />®a <br />9 <br />w <br />e <br />-BORING NO. <br />LL <br />U.=a <br />a <br />fz <br />W�. <br />(CONTINUED) <br />3 <br />rnQ <br />(0 <br />y W <br /><� <br />SOIL TEST <br />W <br />rn <br />< <br />O <br />oN <br />= <br />O= <br />20 <br />Jy <br />aZ <br />DESCRIPTION <br />0 <br />m <br />: <br />m <br />() <br />? L <br />. <br />40 <br />4b <br />ML <br />Becomes light brown clayey SILT, very <br />SM <br />4 <br />19 <br />102 <br />moist, stiff, interbedded with <br />DIRECT SHEAR <br />silty sand, very fine grained <br />(SINGLE POINT) <br />60 <br />20 <br />14 <br />1119 <br />TOTAL DEPTH 51' <br />No Groundwater <br />Caving e 18-22' <br />66 <br />60 <br />86 <br />70 <br />76 <br />80 <br />JOB NO.: 2702-00 <br />LOG OF BORING <br />FIGURE: 8-17 <br />IRVINE SOILS ENGINEERING. INC. <br />