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SOIL BORING AND WELL LOG <br />PROJECT NO: 03009.10007.37020 PROJECT NAME: E&R Freeman <br />DATE BEGAN: 09/20/11 DATE FINISHED: 09/22/2011 <br />DRILLER: RSI Drilling LATITUDE/NORTHING: <br />GROUND SURFACE ELEVATION: 28.5' 37.954/ 2170806.827 <br />STABLE DEPTH TO GW 49.60' <br />DRILLING METHOD: Direct Push/Rotary Auger DRILL EQUIP: GP804ODT <br />BORING NO: MW -1 <br />FIELD GEOLGIST: Jim Donohue <br />LONGITUDE/ EASTING: <br />-121.2/6346948.1 <br />INITIAL DEPTH TO GW: 58.50' <br />TOC ELEVATION: 28.18' <br />0.0 <br />28.0 <br />1.0 <br />27.0 <br />2.0 <br />26.0 <br />3.0 <br />25.0 <br />4.0 <br />24.0 <br />5.0 <br />23.0 <br />6.0 <br />22.0 <br />7.0 <br />21.0 <br />8.0 <br />20.0 <br />9.0 <br />19.0 <br />10.0 <br />18.0 <br />11.0 <br />17.0 <br />12.0 <br />16.0 <br />13.0 <br />15.0 <br />14.0 <br />14.0 <br />15.0 <br />13.0 <br />16.0 <br />12.0 <br />17.0 <br />11.0 <br />18.0 <br />10.0 <br />19.0 <br />9.0 <br />20.0 <br />M <br />M <br />Asphalt and Gravel <br />} <br />10YR <br />Moist <br />Z <br />O <br />CL <br />plasticity, yellowish -brown. <br />SOIL DESCRIPTION <br />� <br />U <br />w <br />Lu <br />J <br />v <br />ELEV <br />(FT.) <br />DEPTH_j <br />(FT.) <br />ML <br />ASTM Soil Name- Percentages (0,0,0), fines, sand, <br />c <br />3/4 <br />� <br />LL <br />O <br />J <br />_j Z) <br />w � <br />Same as above with 5% fine gravel. <br />10YR <br />p <br />gravel; grain size, plasticity, roundness, interpretation <br />=3 <br />Z <br />3/4 <br />U)d <br />3 <br />CLother. <br />O <br />2 <br />Q <br />O <br />Z <br />O <br />U <br />U <br />0.0 <br />28.0 <br />1.0 <br />27.0 <br />2.0 <br />26.0 <br />3.0 <br />25.0 <br />4.0 <br />24.0 <br />5.0 <br />23.0 <br />6.0 <br />22.0 <br />7.0 <br />21.0 <br />8.0 <br />20.0 <br />9.0 <br />19.0 <br />10.0 <br />18.0 <br />11.0 <br />17.0 <br />12.0 <br />16.0 <br />13.0 <br />15.0 <br />14.0 <br />14.0 <br />15.0 <br />13.0 <br />16.0 <br />12.0 <br />17.0 <br />11.0 <br />18.0 <br />10.0 <br />19.0 <br />9.0 <br />20.0 <br />M <br />M <br />Asphalt and Gravel <br />LEAN CLAY - (95, 5, 0), fine sand, low <br />10YR <br />Moist <br />Hard <br />CL <br />plasticity, yellowish -brown. <br />5/6 <br />SILT - (90, 10, 0), fine sand, light gray <br />10YR <br />Moist <br />Hard <br />ML <br />veining, dark yellowish -brown. <br />3/4 <br />Same as above with 5% fine gravel. <br />10YR <br />Moist <br />Hard <br />ML <br />3/4 <br />PAGE 1 OF 4 <br />Vault <br />Cap <br />