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SOIL BORING AND WELL LOG <br />PROJECT NO: 03009.10007.37020 PROJECT NAME: E&R Freeman BORING NO: MW -2 <br />DATE BEGAN: 09/19/2011 DATE FINISHED: 09/19/2011 FIELD GEOLGIST: Jim Donohue <br />DRILLER: RSI LATITUDE/NORTHING: LONGITUDE/ EASTING: <br />GROUND SURFACE ELEVATION: 29 37.95/ 2170774.37 -121.245/ 6346972.087 <br />STABLE DEPTH TO GW 50.10' INITIAL DEPTH TO GW: 60' <br />DRILLING METHOD: Direct Push/Rotary Auger DRILL EQUIP: GP804ODT TOC ELEVATION: 28.60' <br />-31.0 <br />60.0 <br />-32.0 <br />61.0 <br />-33.0 <br />62.0 2.9 <br />} <br />63.0 <br />-35.0 <br />Z <br />O <br />-36.0 <br />65.0 <br />SOIL DESCRIPTION <br />� <br />U <br />w <br />Lu <br />J <br />v <br />ELEV <br />(FT.) <br />DEPTH_j <br />(FT.) <br />ASTM Soil Name- Percentages (0,0,0), fines, sand, <br />c <br />� <br />U_ <br />O <br />J <br />_j Z) <br />w � <br />p <br />gravel; grain size, plasticity, roundness, interpretation <br />=3 <br />Z <br />U)d <br />3 <br />CLother. <br />O <br />2 <br />Q <br />O <br />Z <br />O <br />U <br />U <br />-31.0 <br />60.0 <br />-32.0 <br />61.0 <br />-33.0 <br />62.0 2.9 <br />-34.0 <br />63.0 <br />-35.0 <br />64.0 <br />-36.0 <br />65.0 <br />Fines increasing at depth. <br />SILT - ( 95, 5, 0), fine sand, non -plastic, light <br />olive brown with gray mottling. Bottom of <br />2.5Y Wet <br />3/2 <br />2.5Y6/1 <br />2.5Y5/4 Moist Very ML <br />PAGE 4OF4 <br />#3 <br />Sand <br />2 inch <br />0.020" <br />PVC <br />screen <br />Threac <br />bottom <br />cap <br />