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DATE OBSERVED: 6-13-35 METHOD OF DRILLING: 24'' Bucket Auger <br />1600 to 2S'• goo to SO' <br />LOGGED BY: SLN GROUND ELEVATION: 143± LOCATION: -See Plot Plan <br />O <br />W <br />a <br />o <br />Mm <br />(L <br />�* <br />oa <br />BORING NO. 7 <br />.. <br />y <br />U <br />a <br />LL <br />, <br />rn <br />:)a <br />I-M <br />a <br />rn <br />�_Z <br />CO W <br />W> <br />o f <br />SOIL TEST <br />N <br />Y02 <br />M <br />'Wam? <br />Z <br />DESCRIPTIONo <br />O <br />UN <br />—® <br />0 <br />Asphalt and Base <br />ML <br />ALLUVIUM: <br />Medium brown SILT, moist, traces of <br />pebbles, trace of roots <br />e <br />2 <br />12.8 <br />115 <br />Traces of gravel <br />10 <br />3• <br />115 <br />SM <br />3 <br />Becomes silty SAND, slightly moist, <br />medium dense with gravel and cobbles <br />SW <br />Light gray brown SAND, damp, with <br />gravel and cobbles, well graded, <br />16 <br />extensive caving below 12' <br />Silty fine grained SAND, moist, medium <br />SM <br />dense, medium brown, cobbles and <br />gravel present <br />3 <br />7.5 <br />112 <br />20 <br />ML <br />Medium brown sandy SILT, moist, loose, <br />1 <br />cobbles and gravel less common, <br />26 <br />traces of pebbles and gravel, moder- <br />ately porous <br />Becomes wet, increasing gravel, <br />30 <br />darker in color, more reddish <br />Gravel and cobbles increasing, more <br />Sc <br />sand, clayey SANDwith gravel and <br />cobbles, reddish brown color, very <br />moist <br />36 <br />Red brown SAND, very moist, well <br />SW <br />graded <br />--rill <br />Red brown clayey SILT, very moist, <br />AO <br />ML <br />stiff <br />JOB No.: 2702-0o <br />LOG OF BORING <br />FIGURE: 8-12 <br />IRVINE SOILS ENGINEERING, INC. <br />