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DATE OBSERVED: 6-21-85 METHOD OF DRILLING:_ 18" Bucket Auger <br />2200 to 231; 1450 to 461; 700 <br />LOGGED BY: MBC 147— <br />+ See Plot Plan <br />GROUND ELEVATION: LOCATION: <br />W <br />Z <br />O <br />< <br />t- <br />°o <br />O <br />mW <br />W <br />a <br />a <br />ca0. <br />-BORING NO. 27 <br /><% <br />vLLMa <br />< <br />Mz <br />W} <br />(CONTINUED) <br />a <br />rn <br />3 <br />ya <br />N <br />co <br />�~ <br />SOIL TEST <br />W <br />m <br />zN <br />ro <br />20 <br />aW <br />DESCRIPTION <br />U <br />-O <br />40 <br />ML <br />3 <br />x <br />Clayey and very moist, firm <br />SM <br />Medium brown silty very fine SAND, <br />45 <br />very moist <br />ML <br />Reddish brown Clayey SILT, slightly <br />sandy, very moist <br />16 <br />50 <br />TOTAL DEPTH 50' <br />No Groundwater <br />Caving between 19 & 21' <br />56 <br />80 <br />86 <br />70 <br />75 <br />80 <br />JOB NO.: 2702-00 <br />LOG OF BORING <br />FIGURE: <br />8-50 <br />IRVINE SOILS ENGINEERING, INC. <br />