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DATE OBSERVED: 6-13-85 METHOD OF DRILLING:_ 24'' Bucket Auger <br />1600 to 251: 800 to 501 <br />LOGGED BY: MBC GROUND ELEVATION: 1 50± LOCATION: See Plot Plan <br />z <br />o <br />m <br />a <br />� <br />ccw <br />cc <br />BORING NO. 6 <br />iLi <br />v <br />1 <br />OC J <br />�a <br />g <br />a <br />F <br />�z <br />v <br />w} <br />H <br />y <br />3 <br />yQ <br />N <br />N� <br /><� <br />SOIL TEST <br />a <br />rn <br />O <br />Zrn <br />Y <br />'r <br />OZ <br />2O <br />1y <br />az <br />DESCRIPTION <br />O <br />U <br />m <br />m <br />U <br />?p <br />0 <br />Asphalt and Base <br />SM <br />FILL: <br />Medium brown silty SAND with pebbles, <br />moist <br />e <br />ML <br />ALLUVIUM: <br />1 <br />12.9 <br />80 <br />Brown sandy SILT, very fine grained <br />sand, traces of pebbles, moist, loose <br />10 <br />5 <br />8.6 <br />99 <br />Slightly moist, lighter in color, <br />medium dense <br />Becomes damp <br />t5 <br />5 <br />5.9 <br />97 <br />Very fine grained silty sand, slightly <br />moist, dense <br />20 <br />Traces of cobbles and gravel <br />4 <br />6.7 <br />107 <br />Moderately porous, cobbles and gravel <br />present <br />25 <br />Becomes gravelly and cobbley, <br />slightly damp <br />Some caving, portions appear moist, <br />darker in color <br />30 <br />6 <br />6.7 <br />124 <br />Thin bed of well sorted sand present <br />TOTAL DEPTH 31' <br />No Groundwater <br />Caving @ 27' <br />36 <br />40 <br />JOB NO.: 2702-00 <br />L LOG OF BORING <br />FIGURE: ®_11 <br />IRVINE SOILS ENGINEERING, INC. <br />