Laserfiche WebLink
DATE OBSERVED: 6-21-85 METHOD OF DRILLING: 18'' Bucket Auger <br />MBC 149+ 2200 to 23': 1450 to 461; 7no <br />LOGGED BY: GROUND ELEVATION: — LOCATION: See Plot Plan <br />12 <br />W <br />z <br />p <br />a <br />a <br />0 <br />a <br />mW <br />W <br />a <br />„ <br />Yu <br />oa <br />BORING NO. 25 <br />v <br />U <br />LL <br />(0 <br />CC -i <br />:)6 <br />F� <br />Q <br />ppZ <br />W} <br />pp_ <br />= <br />co <br />N <br />co <br />to <br />a_ <br />SOIL TEST <br />I- <br />< <br />O <br />z <br />2O <br />aZ <br />DESCRIPTION <br />a <br />J <br />O <br />m <br />m <br />p <br />zo <br />0 <br />A/C <br />ML <br />ALLUVIUM: <br />Medium brown clayey SILT, moist, firm <br />@4' Dark brown, slightly sandy SILT, <br />b <br />loose, moist <br />P <br />13.0 <br />toG <br />SM <br />Light brown silty SAND, moist <br />ML <br />Medium brown clayey SILT to silty <br />CL <br />CLAY, very moist, firm to stiff <br />CONSOLIDATION <br />10 <br />P <br />24.5 <br />100 <br />SW <br />Medium brown gravelly SAND with <br />tb <br />cobbles, moist, medium dense <br />@17' Slightly silty to slightly <br />clayey, very moist <br />20 <br />i <br />ML <br />Medium brown clayey SILT, slightly <br />sandy, moist, firm <br />25 <br />t <br />12.6 <br />106 <br />@25' Becomes sandy silt, slightly <br />clayey <br />D27' Becomes very moist, soft, clayey <br />@29' Becomes reddish brown, stiff <br />30 <br />10 <br />@30' Becomes gravelly with cobbles <br />6' <br />SW <br />Reddish brown gravelly SAND with <br />cobbles, moist, abundant cobbles, <br />slightly clayey <br />36 <br />SW <br />OL•1 <br />@38' Becomes light brown, clayey <br />40 <br />JOB NO.: 2702-00 <br />LOG OF BORING <br />FIGURE: g_45 <br />IRVINE SOILS ENGINEERING, INC. <br />