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DATE OBSERVED:.. 6-18-85 METHOD OF DRILLING:_ 24'' Bucket Auger <br />2200 to 23': 1450 to 46': 200 <br />LOGGED BY: IIBC GROUND ELEVATION: 146± LOCATION: See Plot Plan <br />w <br />Z <br />0 <br />a <br />r <br />o <br />c <br />mw <br />w <br />as <br />., <br />X <br />a 1Z <br />CC <br />-BORING NO. 14 <br />LL <br />U. <br />M0- <br />-C <br />pZ <br />V�. <br />(CONTINUED) <br />LL <br />fD a <br />y W� <br />r <br />SOIL TEST <br />a <br />y <br />tq <br />3 <br />O <br />no <br />X <br />OZ <br />2O <br />Jy <br />aZ <br />DESCRIPTION <br />O <br />U <br />m <br />M <br />m <br />V <br />?W <br />. <br />40 <br />9 <br />46 <br />@46' Becomes reddish brown, very stiff <br />so <br />35 <br />DXI <br />TOTAL DEPTH 50' <br />No Groundwater <br />Extensive caving from 13-14' <br />56 <br />80 <br />85 <br />70 <br />76 <br />80 <br />JOB NO.: 2702-00 <br />LOG OF BORING <br />FIGURE: B_27 <br />IRVINE SOILS ENGINEERING, INC. <br />