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DATE OBSERVED:_ 6-13-85 METHOD OF DRILLING: 24" Bucket Auger <br />1600 to 25': 800 to 50' <br />LOGGED BY: SLN GROUND ELEVATION:—! 4 —3± LOCATION: See Plot Plan <br />p <br />h <br />00 <br />O <br />W <br />a <br />.. <br />y ii <br />oa <br />7 <br />W <br />a <br />mW <br />¢ <br />BORING NO. <br />Di <br />< <br />FZ <br />wy <br />(CONTINUED) <br />N <br />3 <br />NQ <br />CO <br />q� <br /><1' <br />SOIL TEST <br />W <br />2 U <br />W <br />DESCRIPTION <br />U <br />m <br />zN <br />m <br />z <br />—G <br />40 <br />6 <br />2.4 <br />120 <br />Traces of pebbles, gravel <br />46 <br />Becomes sandy SILT, reddish brown <br />6 <br />14.8 <br />118 <br />color, moist <br />Becomes less moist and very stiff <br />60 <br />8 <br />15.1 <br />116 <br />TOTAL DEPTH 51' <br />No Groundwater <br />Extensive caving @ 12-15' <br />66 <br />80 <br />86 <br />70 <br />76 <br />80 <br />JOB No.: 2702-00 <br />LOG OF BORING <br />FIGURE: B_13 <br />IRVINE SOILS ENGINEERING, INC. <br />