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DATE OBSERVED: 6-19-85 METHOD OF DRILLING: 18'' Bucket Auger <br />2200 to 23'; 1450 to 461; 700 <br />LOGGED BY: MBC GROUND ELEVATION: 147+ — LOCATION: See Plot Plan <br />w <br />< <br />o <br />mw <br />i <br />LL <br />BORING BORING NO. 20 <br />LL <br />a <br />U.J <br />N <br />�a <br />w <br />cc <br />�z <br />0>- <br />3 <br />r-M <br />yF <br /><� <br />SOIL TEST <br />a <br />tu <br />rn <br />m <br />O <br />ern <br />Y <br />J <br />O Z <br />20 <br />-'N <br />ILz <br />DESCRIPTION <br />0 <br />U <br />m= <br />m <br />U <br />?Ld <br />0 <br />A/C <br />ML <br />ALLUVIUM: <br />Dark to medium brown clayey SILT, <br />moist, firm, slightly sandy <br />Varies between clayey silt and sandy <br />5 <br />P <br />silt <br />10 <br />Slightly porous <br />P-1 <br />(12' Gravel and cobbles <br />15 <br />1 <br />20 <br />3 <br />@23' Becomes gravelly (lense only), <br />slightly sandier <br />26 <br />3 <br />Becomes clayey, very moist, firm <br />@28' Becomes slightly reddish, <br />sandy silt, no clay <br />30 <br />6 <br />35 <br />Becomes moist <br />@39' Becomes clayey, very mosit, <br />firm, moderately porous <br />40 <br />JOB No.: 2702-00 <br />LOG OF BORING <br />FIGURE: 13_35 <br />IRVINE SOILS ENGINEERING, INC. <br />