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DATE OBSERVED: 6-19-85 METHOD OF DRILLING:. 24" Bucket Auger <br />2200 to 23'; 1450 to 461; 700 <br />LOGGED BY: MBC GROUND ELEVATION: 147± LOCATION: See Plot Plan <br />OLL <br />W <br />a <br />°o <br />MW <br />a <br />oa <br />. BORING NO. 19 <br />J <br />�a <br />a <br />to <br />ai <br />W} <br />rn <br />3 <br />r-M <br />y� <br />aF <br />SOIL TEST <br />a <br />to <br />oN <br />beO <br />J <br />z 20 <br />Jy <br />az <br />DESCRIPTION <br />C <br />V <br />M <br />7 <br />m <br />U <br />2� <br />0 <br />A/C and Base <br />SM <br />FILL: <br />Brown silty SAND with gravel, moist, <br />medium dense <br />CONSOLIDATION <br />b <br />ML <br />P <br />19.3 <br />97 <br />ALLUVIUM: <br />CONSOLIDATION <br />CL <br />Medium brown clayey SILT, moist, firm <br />to stiff with calcareous streaks <br />Becomes very moist <br />10 <br />P-1 <br />16.9 <br />106 <br />15 <br />SM <br />Medium brown silty SAND with gravel, <br />moist <br />SWBecomes <br />SAND with gravel, slightly <br />moist, slightly silty, sub -equal por- <br />GW <br />tions of sand & gravel, cobbles present <br />ML <br />PO <br />Clayey SILT, very mosit, soft <br />6.6 <br />7 10 <br />SM <br />3 <br />Becomes silty SAND with gravel, moist, <br />medium dense <br />SW <br />Becomes SAND with gravel, extensive <br />caving below 22' <br />25 <br />6 <br />4" <br />NR <br />30 <br />TOTAL DEPTH 30' <br />No Groundwater <br />Caving below 16' <br />35 <br />40 <br />JOB NO.: 2702-00 <br />LOG OF BORING <br />FIGURE: g_34 <br />IRVINE SOILS ENGINEERING, INC. <br />