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DATE OBSERVED: 6-19-85 METHOD OF DRILLING:_ 24'' Bucket Auger <br />2200 to 23'; 1450 to 461; 700 <br />151+ <br />LOGGED BY: MBC GROUND ELEVATION: — LOCATION: See Plot Plan <br />w <br />2 <br />O <br />< <br />F <br />0 <br />O <br />mw <br />W <br />a <br />g <br />^ <br />>-C <br />ca <br />BORING NO. 16 <br />=a <br />a <br />MZ <br />w" <br />(CONTINUED) <br />N <br />N6 <br />yw <br />O� <br />_ <br />SOIL TEST <br />h <br />rn <br />O <br />o� <br />Y <br />02 <br />20 <br />JN <br />d= <br />DESCRIPTION <br />O <br />V <br />m <br />: <br />m <br />V <br />? Wp <br />. <br />40 <br />Some zones are predominantly gravel <br />GW <br />4b <br />Becomes light brown <br />50 <br />TOTAL DEPTH 50' <br />No Groundwater <br />Some caving @ 21' <br />b5 <br />60 <br />85 <br />70 <br />76 <br />80 <br />JOB No.: 2702-00 <br />LOG OF BORING <br />FIGURE: 8_31 <br />IRVINE SOILS ENGINEERING. INC. <br />