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SOIL BORING AND WELL LOG <br />PROJECT NO: 03009.10007.37020 PROJECT NAME: E&R Freeman <br />DATE BEGAN: 09/21/2011 DATE FINISHED: 09/21/2011 <br />DRILLER: RSI LATITUDE/NORTHING: <br />GROUND SURFACE ELEVATION: 28 37.95/ 2170774.37 <br />STABLE DEPTH TO GW 49.53' <br />DRILLING METHOD: Direct Push/Rotary Auger DRILL EQUIP: GP804ODT <br />BORING NO: MW -3 <br />FIELD GEOLGIST: Jim Donohue <br />LONGITUDE/ EASTING: <br />-121.245/6347004.784 <br />INITIAL DEPTH TO GW: 54' <br />TOC ELEVATION: 28.05' <br />-32.0 60.0 <br />} <br />Z <br />O <br />10YR Wet <br />Dense <br />SOIL DESCRIPTION <br />� <br />U <br />w <br />Lu <br />J <br />v <br />ELEV <br />(FT.) <br />DEPTH_j <br />(FT.) <br />ASTM Soil Name- Percentages (0,0,0), fines, sand, <br />c <br />� <br />LL <br />O <br />J <br />_j Z) <br />w � <br />Dense <br />SP <br />p <br />gravel; grain size, plasticity, roundness, interpretation <br />=3 <br />Z <br />sand, dark brown. <br />U)d <br />3 <br />CLother. <br />O <br />2 <br />Q <br />O <br />Z <br />O <br />-36.0 64.0 <br />LEAN CLAY - hardpan, olive with dark <br />U <br />U <br />-32.0 60.0 <br />10YR Wet <br />Dense <br />-33.0 61.0 <br />4/6 <br />POORLY GRADED SAND - (100, 0, 0), fine <br />10YR Wet <br />Dense <br />SP <br />-34.0 62.0 <br />sand, dark brown. <br />3/3 <br />-35.0 63.0 <br />-36.0 64.0 <br />LEAN CLAY - hardpan, olive with dark <br />10YR <br />yellowish -brown mottling. Bottom of boring at <br />5Y Wet <br />4/3 <br />very <br />Hard <br />CL <br />-37.0 65.065 Threac <br />bottom <br />cap <br />PAGE 4OF4 <br />