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DATE OBSERVED: 6-17-85 METHOD OF DRILLING: 24" Gii ket Au <br />2200 to 23 �; 5 D <br />151+ <br />LOGGED BY; MBC GROUND ELEVATION: LOCATION: See Plot Plan <br />Wa <br />Z <br />!- <br />°O <br />O <br />mW <br />W <br />a <br />.. <br />� <br />T ,LL <br />ca <br />BORING NO. 10 <br />.LL, <br />VU.My <br />a <br />H= <br />W} <br />(CONTINUED) <br />COo CO <br />r-M <br />CO <br />y� <br /><� <br />SOIL TEST <br />a <br />tLL <br />0 <br />O <br />y <br />Gj <br />Y <br />. <br />Oz <br />2O <br />JN <br />°'Z <br />DESCRIPTION <br />® <br />U <br />W <br />M <br />W <br />U <br />=p <br />40 <br />SM <br />9 <br />9.6 <br />112 <br />@39.5' Becomes light brown silty SAND, <br />moist, dense, very fine grained, trace <br />of gravel, slightly porous <br />45 <br />Becomes reddish brown clayey SILT, <br />NL <br />very moist, stiff <br />14 <br />13.3 <br />116 <br />bo <br />TOTAL DEPTH 50' <br />No Groundwater <br />No Caving <br />66 <br />60 <br />86 <br />70 <br />75— <br />80 <br />L <br />I <br />I <br />I <br />I <br />JOB NO.: 2702-00 <br />LOG OF BORING <br />FIGURE: <br />B 119 <br />IRVINE SOILS ENGINEERING, INC. <br />