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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 />8.0 <br />20.0 <br />801 <br />} <br />21.0 <br />Z <br />O <br />22.0 <br />5.0 <br />SOIL DESCRIPTION <br />� <br />U <br />w <br />Lu <br />J <br />v <br />ELEV <br />(FT.) <br />DEPTH_j <br />(FT.) <br />26.0 <br />ASTM Soil Name- Percentages (0,0,0), fines, sand, <br />c <br />27.0 <br />� <br />0.0 <br />LL <br />O <br />J <br />_j Z) <br />w � <br />-1.0 <br />29.0 <br />p <br />gravel; grain size, plasticity, roundness, interpretation <br />30.0 <br />780 <br />Z <br />Q <br />U)d <br />3 <br />32.0 <br />CL <br />other. <br />� <br />O <br />2 <br />O <br />-7.0 <br />Z <br />O <br />-8.0 <br />36.0 <br />-9.0 <br />37.0 <br />U <br />-10.0 <br />38.0 <br />U <br />8.0 <br />20.0 <br />801 <br />7.0 <br />21.0 <br />6.0 <br />22.0 <br />5.0 <br />23.0 <br />4.0 <br />24.0 <br />3.0 <br />25.0 <br />979 <br />2.0 <br />26.0 <br />1.0 <br />27.0 <br />0.0 <br />28.0 <br />-1.0 <br />29.0 <br />-2.0 <br />30.0 <br />780 <br />-3.0 <br />31.0 <br />-4.0 <br />32.0 <br />-5.0 <br />33.0 <br />-6.0 <br />34.0 <br />-7.0 <br />35.0 <br />-8.0 <br />36.0 <br />-9.0 <br />37.0 <br />390 <br />-10.0 <br />38.0 <br />-11.0 <br />39.0 <br />-12.0 <br />40.0 <br />SILT - (90, 5, 5), fine sand and gravel up to <br />1/4 inch diameter, olive. <br />LEAN CLAY - (90, 5, 5) sand and gravel up <br />to 1/4 inch diameter, dark greenish -gray. <br />SILTY SAND - (15, 85, 0), fine sand, olive. <br />LEAN CLAY - (90, 10, 0), fine sand, medium <br />plasticity, olive. <br />Color change to yellowish -brown and dark <br />greenish -gray at 37 feet bgs. <br />5Y 4/3 1 Moist 11 Firm 11 ML <br />5BG I Moist Firm CL <br />3/1 <br />5Y 4/3 <br />5Y 4/3 <br />Moist <br />Moist <br />Dense <br />Firm <br />SM <br />CL <br />10YR I Moist Firm CL <br />5/4 <br />5BG <br />3/1 <br />PAGE 2OF4 <br />Neat <br />cement <br />2 inch <br />Sch. <br />40 <br />^ PVC <br />", casing <br />