Laserfiche WebLink
DATE OBSERVED: 6-20-85 METHOD OF DRILLING:_ 18'' Bucket Auger <br />2200 to 23': 14SO to 461, 700 <br />LOGGED BY: MBC GROUND ELEVATION: LOCATION: See Plot Plan <br />W <br />e <br />0 <br />mw <br />a <br />c <br />oa <br />BORING NO. 24 <br />... <br />U.N <br />U. <br />¢Z <br />Fa <br />g <br />1-Z <br />V} <br />ya <br />COW <br /><� <br />SOIL TEST <br />Uj a <br />w <br />O <br />can <br />Y <br />�OZ 0 <br />Jy <br />aZ <br />DESCRIPTION <br />0 <br />U <br />m <br />D <br />m <br />U <br />?W <br />0 <br />A/C <br />ML <br />ALLUVIUM: <br />Dark brown sandy SILT, moist <br />CL <br />Brown sandy CLAY, very moist,soft <br />b <br />P <br />SM <br />Medium brown silty SAND, very moist, <br />medium dense <br />10 <br />Dark brown SILT, wet, very soft, <br />ML <br />P3' <br />locally sandy and clayey <br />Medium brown SAND, moist, medium to <br />SW <br />ML <br />coarse grained <br />16 <br />Sw <br />6 <br />ISandy SILT, very moist <br />Medium brown SAND, very moist, dense, <br />slightly gravelly, medium to coarse, <br />@17' Gravelly with cobbles <br />20 <br />P/l <br />Fine to medium grained, moist, medium <br />dense <br />@22' Becomes slightly silty - 10% <br />ML <br />26 <br />Medium brown sandy SILT, slightly <br />X <br />3 <br />clayey, very moist, firm, medium <br />dense <br />ML <br />Layers of silty sand <br />SM <br />30 <br />Gravelly and clayey, wet <br />@31' Becomes slightly reddish in <br />color, gravelly with cobbles <br />Sit <br />Reddish.brown silty SAND with <br />Ghl <br />abundant gravel/silty gravel, very <br />36 <br />moist <br />Occasional boulder, very cobbley <br />40 <br />JOB NO.: 2702-00 <br />LOG OF BORING <br />IFIGURE: B_43 <br />IRVINE SOILS ENGINEERING, INC. <br />