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SOIL BORING AND WELL LOG <br />PROJECT NO: 03009.10007.37020 PROJECT NAME: E&R Freeman BORING NO: MW -3 <br />DATE BEGAN: 09/21/2011 DATE FINISHED: 09/21/2011 FIELD GEOLGIST: Jim Donohue <br />DRILLER: RSI LATITUDE/NORTHING: LONGITUDE/ EASTING: <br />GROUND SURFACE ELEVATION: 28 37.95/ 2170774.37 -121.245/ 6347004.784 <br />STABLE DEPTH TO GW 49.53' INITIAL DEPTH TO GW: 54' <br />DRILLING METHOD: Direct Push/Rotary Auger DRILL EQUIP: GP804ODT TOC ELEVATION: 28.05' <br />-12.0 <br />40.0 <br />314 <br />} <br />41.0 <br />Z <br />O <br />42.0 <br />-15.0 <br />SOIL DESCRIPTION <br />� <br />U <br />w <br />Lu <br />J <br />v <br />ELEV <br />(FT.) <br />DEPTH_j <br />(FT.) <br />46.0 <br />ASTM Soil Name- Percentages (0,0,0), fines, sand, <br />c <br />47.0 <br />� <br />-20.0 <br />LL <br />O <br />J <br />_j Z) <br />w � <br />-21.0 <br />49.0 <br />p <br />gravel; grain size, plasticity, roundness, interpretation <br />=3 <br />Z <br />51.0 <br />U)d <br />3 <br />52.0 <br />CLother. <br />53.0 <br />O <br />2 <br />Q <br />O <br />5.1 <br />-27.0 <br />Z <br />O <br />-28.0 <br />56.0 <br />-29.0 <br />57.0 <br />U <br />-30.0 <br />58.0 <br />U <br />-12.0 <br />40.0 <br />314 <br />-13.0 <br />41.0 <br />-14.0 <br />42.0 <br />-15.0 <br />43.0 <br />-16.0 <br />44.0 <br />-17.0 <br />45.0 <br />101 <br />-18.0 <br />46.0 <br />-19.0 <br />47.0 <br />-20.0 <br />48.0 <br />-21.0 <br />49.0 <br />-22.0 <br />50.0 <br />-23.0 <br />51.0 <br />-24.0 <br />52.0 <br />-25.0 <br />53.0 <br />-26.0 <br />54.0 <br />5.1 <br />-27.0 <br />55.0 <br />-28.0 <br />56.0 <br />-29.0 <br />57.0 <br />-30.0 <br />58.0 <br />-31.0 <br />59.0 <br />-32.0 <br />60.0 <br />SILT WITH SAND - (75, 25, 0), fine sand, <br />mica flakes, olive. <br />LEAN CLAY - (100, 0, 0), caliche veining, <br />yellowish -brown with olive mottling. <br />SILTY SAND - (45, 55, 0), fine sand, very <br />dark grayish -brown. <br />SILTY SAND - (35, 65, 0), fine sand, dark <br />yellowish -brown. <br />5Y 5/4 1 Moist 11 Firm 11 ML <br />5Y 5/4 1 Moist Very CL <br />10YR Hard <br />5/4 <br />10YR i Wet Dense SM <br />3/2 <br />10YR I Wet Dense SM <br />4/6 <br />PAGE 3OF4 <br />A <br />A <br />A <br />A <br />A <br />A <br />Bentonit <br />seal <br />#3 <br />Sand <br />2 inch <br />0.020" <br />Sch. <br />40 <br />PVC <br />screen <br />