Laserfiche WebLink
DATE OBSERVED: 6-17-85 METHOD OF DRILLING:- 24" Bucket Auger <br />151+ 2200 to 23': 1450 to 461, 700 <br />LOGGED BY: MBC GROUND ELEVATION: LOCATION: See Plot Plan <br />:: <br />W <br />0 <br />O <br />U.3 <br />< <br />F <br />U. <br />O <br />m <br />o <br />mw <br />acc s <br />rjQ <br />om <br />W <br />aw <br />< <br />N <br />Id <br />3 <br />m <br />1-~ <br />NF <br />ga <br />U <br />}LL <br />00 <br />W <br />aH <br />ay <br />3W <br />BORING NO. 10 <br />DESCRIPTION <br />SOIL TEST <br />A/C and Base <br />FILL: <br />Medium gray brown SAND, moist <br />ML <br />ALLUVIUM: <br />e <br />CL <br />3P <br />17.2 <br />101 <br />Medium brown clayey SILT, very moist, <br />soft <br />10 <br />SM <br />1 <br />10.1 <br />110 <br />Becomes light brown silty SAND, very <br />moist, medium dense, fine to medium <br />grained, trace of fine gravel <br />1e <br />ML <br />3h1 <br />4 <br />11.3 <br />110 <br />@15.5' Gravel bed <br />Continued interbedded silty sands and <br />clayey silt and sandy silts <br />20 <br />@17' Gravel and cobbles with 18" <br />boulder <br />1 <br />10.2 <br />103 <br />25 <br />14.4 <br />114 <br />Becomes clayey SILT with sand, very <br />moist to wet, soft <br />ML <br />P <br />30 <br />@29' Becomes reddish brown <br />@30' Becomes gravelly with cobbles <br />36 <br />SC <br />GC <br />Reddish brown clayey SAND with gravel <br />and cobbles, very moist <br />GW <br />40 <br />JOB No.: 2702-00 <br />LOG OF BORING <br />FIGURE: B®18 <br />IRVINE SOILS ENGINEERING, INC. <br />