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DATE OBSERVED:. 6-12-85 METHOD OF DRILLING: 24" Bucket Auoer <br />R'h <br />to 25'; 800 to 50' <br />LOGGED BY: MBC GROUND ELEVATION: 144± LOCATION: See Plot Plan <br />R <br />0 <br />I- <br />°o <br />o <br />mw <br />w <br />a <br />.. <br />�' <br />>[2 <br />oa <br />3 <br />w <br />< <br />BORING NO. <br />Da <br />a <br />�..i <br />W} <br />(CONTINUED) <br />N <br />3 <br />ya <br />(a <br />N� <br />Cf- <br />SOIL TEST <br />LU a <br />y <br />O <br />00 <br />Y <br />-' <br />py <br />2O <br />Jq <br />ag <br />DESCRIPTION <br />inU <br />M <br />j <br />m <br />U <br />20 <br />40 <br />SC <br />Becomes clayey coarse SAND with <br />abundant gravel and few cobbles, moist <br />Sandy GRAVEL with trace of clay <br />GW <br />46 <br />TOTAL DEPTH 45' <br />No Groundwater <br />No Caving <br />60 <br />66 <br />80 <br />86 <br />70 <br />76 <br />80 <br />JI_U <br />I <br />JOB NO.: 2702-00 <br />LOG OF BORING <br />FIGURE: <br />B-7 <br />IRVINE SOILS ENGINEERING, INC. <br />