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DATE OBSERVED: 6-12-85 METHOD OF DRILLING:_ 24" Bucket Auger <br />148+ _ 1600 to 25': 800 to So' <br />LOGGED BY; MBC GROUND ELEVATION: — LOCATION: See Plot Plan <br />Z <br />W <br />W- <br />w <br />o <br />O <br />o <br />cow <br />-A <br />a <br />w <br />cc <br />Ir V <br />on. <br />BORING NO. 2 <br />O <br />Da <br />a <br />N <br />J-i <br />w�. <br />(CONTINUED) <br />y <br />; <br />r-M <br />y� <br /><H <br />SOIL TEST <br />a <br />to <br />O <br />orn <br />J <br />°0 <br />aZ <br />DESCRIPTION <br />O <br />U <br />m <br />M <br />m <br />U <br />ZO <br />40 <br />Trace of boulders <br />45 <br />Becomes silty SAND with gravel, moist <br />Shl <br />to very moist <br />50 <br />SW <br />Becomes reddish brown SAND with <br />gravel, moist, fine to coarse grained, <br />very well graded, trace of cobbles <br />TOTAL DEPTH 50' <br />No Groundwater <br />Caving from 39 to 45' <br />56 <br />80 <br />85 <br />70 <br />75 <br />80 <br />1—LU <br />I <br />I <br />I <br />JOB NO.: 2702-00 <br />LOG OF BORING <br />FIGURE: B-5 <br />IRVINE SOILS ENGINEERING, INC. <br />