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DATE OBSERVED: 6-20-E5 METHOD OF DRILLING: 18'' Bucket Auger <br />146+ 2200 to 23'; 1450 to 6'; 700 <br />LOGGED BY: MBC GROUND ELEVATION: — LOCATION: See Plot Plan <br />w <br />z <br />0 <br />a <br />0 <br />mw <br />a <br />¢ <br />cc <br />BORING NO. 22 <br />LL <br />V <br />ja <br />< <br />y <br />HZ <br />w} <br />(CONTINUED) <br />N <br />3 <br />T< <br />y� <br /><a <br />SOIL TEST <br />IL <br />w <br />01 <br />Q <br />O <br />J <br />ow <br />z <br />J <br />oz <br />20 <br />JZ <br />aZ <br />DESCRIPTION <br />C <br />U <br />m <br />� <br />to <br />?o <br />40 <br />8 <br />10.5 <br />106 <br />@43' Becomes very moist, clayey <br />a44' Sandy <br />46 <br />SM <br />ML <br />Becomes reddish brown, very moist and <br />clayey, very stiff <br />127 <br />13.6 <br />116 <br />60 <br />TOTAL DEPTH 50' <br />No Groundwater <br />No Caving <br />66 <br />60 <br />86 <br />70 <br />76 <br />80 <br />JOB NO.: 2702_00 <br />LOG OF BORING <br />FIGURE: g_4o <br />IRVINE SOILS ENGINEERING. INC. <br />