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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 />9.0 20.0 <br />} <br />LEAN CLAY - (95, 5, 0), fine sand, low to <br />2.5Y <br />Z <br />O <br />Soft <br />CL <br />8.0 21.0 <br />SOIL DESCRIPTION <br />5/4 <br />� <br />U <br />w <br />Lu <br />J <br />v <br />ELEV <br />(FT.) <br />DEPTH <br />(FT.) <br />ASTM Soil Name- Percentages (0,0,0), fines, sand, <br />c <br />LEAN CLAY with SAND - (80, 20, 0), fine <br />� <br />Moist <br />-j LL <br />O <br />J <br />_j Z) <br />w � <br />6.0 23.0 <br />sand, medium plasticity, dark yellowish- <br />p <br />gravel; grain size, plasticity, roundness, interpretation <br />=3 <br />Z <br />brown with light olive brown mottling. <br />U)d <br />3 <br />CLother. <br />O <br />2 <br />Q <br />O <br />Z <br />O <br />10YR <br />Moist <br />Firm <br />CL <br />4.0 25.0 <br />medium plasticity, very pale brown with <br />U <br />U <br />9.0 20.0 <br />0 <br />LEAN CLAY - (95, 5, 0), fine sand, low to <br />2.5Y <br />Moist <br />Soft <br />CL <br />8.0 21.0 <br />medium plasticity, light olive brown. <br />5/4 <br />7.0 22.0 <br />LEAN CLAY with SAND - (80, 20, 0), fine <br />2.5Y5/3 <br />Moist <br />Firm <br />CL <br />6.0 23.0 <br />sand, medium plasticity, dark yellowish- <br />10YR3/6 <br />brown with light olive brown mottling. <br />5.0 24.0 <br />LEAN CLAY - (100, 5, 0) fine sand, low to <br />10YR <br />Moist <br />Firm <br />CL <br />4.0 25.0 <br />medium plasticity, very pale brown with <br />7/3 <br />mottling. <br />3.0 26.0 <br />2.0 27.0 <br />1.0 28.0 <br />0.0 29.0 <br />SILTY SAND - (45,55,0), fine sand, light <br />7.5 YR <br />Moist <br />Loose <br />SM <br />-1.0 30.0 <br />olive brown with strong brown mottling. <br />5/6 <br />2.5Y <br />4/3 <br />-2.0 31.0 <br />-3.0 32.0 <br />-4.0 33.0 <br />-5.0 34.0 <br />-6.0 35.0 0 <br />-7.0 36.0 <br />-8.0 37.0 <br />LEAN CLAY - (95 ,5, 0) fine sand, low to <br />10YR <br />Moist <br />Firm <br />CL <br />-9.0 38.0 <br />medium plasticity, very pale brown with <br />7/3 <br />mottling. <br />-10.0 39.0 5.5 <br />SILTY SAND - (15, 85, 0), fine sand, <br />5BG <br />Moist <br />Soft <br />greenish black. <br />2.5/1 <br />SM <br />-11.0 40.0 <br />PAGE 2OF4 <br />Neat <br />cement <br />2 inch <br />Sch. <br />40 <br />PVC <br />casing <br />