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DATE OBSERVED: 6-t8-85 METHOD OF DRILLING: 24" Bucket Auger <br />+ 2200 to 23'; 1 50 to 700 <br />147— <br />LOGGED BY: MBC GROUND ELEVATION: LOCATION: See P 1 of P 1 an <br />z <br />^� O F O W .. >LL <br />Uj W oa BORING NO. 13 <br />0 �m s <br />oWc <br />o <br />.. I AIL a az W} <br />LL y 1-7 y aF- <br />2 NW SOIL TEST <br />I- Q Y <br />z <br />co O J N <br />W a °zN 20 az DESCRIPTION <br />O V m m U ?o <br />0 <br />A/C and Base <br />ML <br />FILL: <br />ML <br />Gray brown silty SAND <br />ALLUVIUM: <br />Medium brown SILT, very moist, loose, <br />6 <br />with trace of fine sand <br />P <br />SM <br />Lighter brown silty SAND, moist, <br />10 <br />medium dense, fine grained <br />2 <br />@10' Becomes fine to coarse <br />SM <br />Interbedded sandy silt <br />ML <br />is— <br />SW <br />Becomes light brown SAND with gravel <br />and cobbles, damp, caving prevalent <br />ML <br />Light brown interbedded sandy SILT <br />SM <br />and silty fine SAND, moist, medium <br />20 <br />dense <br />P+1 <br />@24' Becomes clayey, very moist, firm <br />26 <br />P+1 <br />@29' Becomes reddish brown with gravel <br />30 <br />@31' Becomes reddish brown silty SAND <br />with gravel and cobbles, moist <br />36 <br />GW <br />@35' Becomes predominantly gravel <br />SM <br />40 <br />JOB No.: 2702-00 <br />LOG OF BORING <br />FIGURE: 8-24 <br />IRVINE SOILS ENGINEERING, INC. <br />