Laserfiche WebLink
DATE OBSERVED: -Lo- 5 METHOD OF DRILLING:_ 18'' Bucket Auqer <br />_ 2200 to 23': 1450 to 461; 700 <br />LOGGED BY: MBC GROUND ELEVATION: 147+ LOCATION: See Plot Plan <br />w <br />LL <br />w <br />O <br />0 <br />< <br />o <br />rn <br />a <br />V <br />°o <br />LL <br />3 <br />OJ <br />m <br />mw <br />MZ <br />Da <br />yQ <br />iW <br />i <br />a <br />O1 <br />m <br />f <br />FZ <br />COWQa <br />20 <br />U <br />as <br />v <br />W <br />r <br />aZ <br />Z® <br />BORING NO. 23 <br />DESCRIPTION <br />SOIL TEST <br />ML <br />ALLUVIUM: <br />Brown SILT, moist, medium dense, roots <br />present to 4' <br />6 <br />2 <br />6.4 <br />97 <br />Becomes slightly moist <br />Becomes damp <br />10 <br />511 <br />5 <br />4.6 <br />102 <br />Medium brown silty SAND, damp, dense <br />SW <br />Light gray brown SAND, dry, medium <br />dense, gravelly, slightly silty <br />16 <br />x <br />W <br />3 <br />2.2 <br />113 <br />Caving <br />SM <br />Ill <br />Light brown silty very fine SAND, <br />dense, slightly moist <br />20 <br />6 <br />3.5 <br />101 <br />26 <br />10 <br />5.2 <br />112 <br />@25' Becomes coarser grained, trace <br />of gravel <br />@29' Becomes reddish brown <br />30 <br />24 <br />7.0 <br />116 <br />@30' Becomes gravelly <br />@32' Sandy silt, no gravel <br />SM <br />ML <br />Interbedded sandy silt and silty sand <br />35— <br />SW <br />14 <br />4.1 <br />120 <br />Coarse sand and gravel <br />ML <br />Orange brown sandy SILT, moist, medium <br />40 <br />dense <br />JOB NO.: 2702-00 <br />LOG OF BORING <br />FIGURE: B-41 <br />IRVINE SOILS ENGINEERING, INC. <br />