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DATE OBSERVED: 6-17-85 METHOD OF DRILLING: 24" Bucket Auger <br />2200 to 23'; 1450-46'; 700 <br />LOGGED BY: MBC GROUND ELEVATION: 147± LOCATION: See Plot Plan <br />a <br />w <br />¢ <br />0 <br />mw <br />a <br />ca <br />BORING NO. 11 <br />LL <br />r <br />LL <br />U.J <br />y <br />Ha <br />y <br />pZ <br />w <br />V} <br />SOIL TEST <br />= <br />y� <br />oy <br />Y <br />_y <br />OZ <br /><� <br />Jy <br />a <br />y <br />O <br />J <br />20 <br />�'Z <br />DESCRIPTION <br />O <br />0 <br />.� <br />m <br />® <br />U <br />?� <br />A/C and Base <br />MIL <br />ALLUVIUM: <br />Light brown SILT, slightly moist, <br />medium dense, roots present <br />b <br />1 <br />@5' Becomes moist, trace of sand, <br />medium brown color, moderately <br />porous, medium dense <br />10 <br />SM <br />Medium brown silty SAND, damp, <br />2 <br />moderately porous, medium dense, <br />trace of pebbles <br />16 <br />3 <br />@17' Slightly moist <br />20 <br />5 <br />@22' Trace of pebbles and gravel <br />2b <br />12 <br />SM <br />Becomes reddish brown silty SAND with <br />30 <br />gravel, slightly moist, medium dense <br />36 <br />ML <br />9 <br />Becomes medium brown sandy SILT, <br />slightly moist, non -porous, traces <br />40 <br />of Pebbles present <br />JOB NO.: 2702-00 <br />LOG OF BORING <br />FIGURE: g_20 <br />IRVINE SOILS ENGINEERING, INC. <br />