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DATE OBSERVED:_ 6-12-85 METHOD OF DRILLING:_ 18" Bucket Auger <br />._ <br />1600 to 25'• 800 to 501 <br />LOGGED BY; MBC GROUND ELEVATION: 14 LOCATION: See Plot Plan <br />a <br />w o w° �? a0 <br />mW a 1 <br />❑+ a a s as -BORING NO. <br />S2 L: Mil <br />a: < �y u+(CONTINUED) <br />LL m 1-2 m muf <a SOIL TEST <br />w -C 0 zzm = 2a ° DESCRIPTION <br />a m m U ?o <br />as <br />SM <br />8 <br />15.4 <br />107 <br />@41.5' Medium brown SILT with gravel, <br />very moist to wet, trace of clay, <br />medium dense, moderately porous <br />'i6 <br />GM <br />Gravel with silty coarse sand, trace <br />of cobbles, well graded <br />@46' Abundant large cobbles, becomes <br />less silty <br />60 <br />Light orange -brown silty CLAY with <br />CL <br />t4 <br />i <br />trace of gravel, moist, hard <br />TOTAL DEPTH 51' <br />No Groundwater <br />Caving 9 16.5' <br />66 <br />60 <br />S6 <br />TO <br />T6 <br />8D <br />.IOB No.: 2702_00 <br />LOG OF BORING <br />FIGURE: <br />IRVINE SOILS ENGINEERING,INC. <br />