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DATE OBSERVED: 6-13-85 METHOD OF DRILLING: 24" Bucket Auger <br />1600 to 25'• S00 to 50' <br />LOGGED BY: SLN GROUND ELEVATION: 145+ LOCATION: See Plot Plan <br />W <br />z <br />a <br />00 <br />mUl <br />ii <br />_ <br />a <br />„ <br />ca <br />- BORING NO. 8 <br />.LL+ <br />O <br />Ma <br />Q <br />FZ <br />W} <br />N <br />'t <br />NQ <br />W <br />wW <br />aF <br />_ <br />SOIL TEST <br />W <br />J <br />m <br />?N <br />m <br />20 <br />ZW <br />DESCRIPTION <br />U_Zp <br />0 <br />As halt and Base <br />ML <br />ALLUVIUM: <br />CONSOLIDATION <br />Medium brown SILT, very moist, loose <br />b <br />1/2 <br />14 <br />106 <br />Traces of pebbles, moderately porous <br />10 <br />5.3 <br />114 <br />Silty SAND, medium brown in color, <br />SM <br />2 <br />moist, pebbles present, medium dense <br />15 <br />2 <br />8.5 <br />111 <br />20 <br />2 <br />109 <br />25 <br />9 <br />11.3 <br />117 <br />Trace of porosity, gradually becomes <br />finer -grained <br />30 <br />X <br />13.6 <br />117 <br />Medium reddish -brown sandy SILT, <br />ML <br />7 <br />slightly clayey, very moist, medium <br />dense, trace of porosity, trace of <br />pebbles <br />3b <br />40 <br />JOB NO: 2702-00 <br />LOG OF BORING <br />FIGURE: B_14 <br />IRVINE SOILS ENGINEERING, INC. <br />