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����SM LOG OF BORING <br /> iNTERTEC <br /> Braun Project SP-07-03738 BORING: ST-44 <br /> Geotechnical Evaluation LOCATION: See attach sketch <br /> 2009 Street&Utility Improvement Project <br /> City of Centerville <br /> Centerville,Minnesota <br /> DRILLER: I.Chermak METHOD: 3 I/4"NSA,Autohmr DATE: 10/30/07 SCALE: 111=4 <br /> Depth BPF WL• Tests or Notes <br /> feet ASTM Description of Materials <br /> 0.0 Symbol I (ASTM D2488 or D2487) <br /> PAV 4 1/2"of Bituminous over 9"Aggregate Base, <br /> 1.3 <br /> FILL FILL: Poorly Graded Sand,fine-to medium-grained,trace of <br /> 2.5 Gravel,brown,moist. <br /> CL SANDY LEAN CLAY,trace of Gravel,light brown to gray,wet, 4 <br /> rather soft to rather stiff <br /> (Glacial Till) <br /> Q <br /> 4 <br /> c <br /> 0 <br /> a <br /> >' 4 <br /> d <br /> 0 <br /> 0 <br /> c 7 <br /> m <br /> u <br /> 10 <br /> N13.5 <br /> o END OF BORING <br /> 0 <br /> Water down I 1 feet with 12 feet of hollow-stem auger in the <br /> t= ground, <br /> -'^ Water observed at 5-foot depth immediately after withdrawal of <br /> auger. <br /> Boring then backfilled <br /> g <br /> n <br /> 0 <br /> c <br /> 6 <br /> A <br /> pr�Q <br /> 6 <br /> N <br /> 0 <br /> 90 <br /> J <br /> V <br /> zCD <br /> a <br /> SP-07-03738 <br /> Drain Intenm Corporation ST-44 page 1 of i <br />