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BRAUN rw LOG OF BORING <br /> INTERTEC <br /> Braun Project SP-07-03738 BORING: ST-33 <br /> Geotechnical Evaluation LOCATION: See attach sketch <br /> 2009 Street &Utility Improvement Project <br /> City of Centerville <br /> Centerville,Minnesota <br /> DRILLER: J.Chemtak METHOD: 3 1/4"HSA,Autohmr DATE: 10/29/07 SCALE: V=4' <br /> Depth <br /> feet ASTM Description of Materials BPI: WL. Tests or Notes <br /> 0.0 Symbol (ASTM D2488 or D2487) <br /> 03 PAV 5"Bituminous over 3"Aggregate Base. <br /> PILL FILL: Poorly Graded Sand,fine-to medium-grained,with Clayey <br /> Sand mix,trace of Gravel,brown,wet,medium dense <br /> I1 <br /> 4.0 <br /> CL SANDY LEAN CLAY,trace of Gravel,brown,moist,rather soft <br /> (Glacial Till) <br /> 4 <br /> y 6.0 <br /> o END OF BORING <br /> e Water not observed with 4 1/2 feet of hollow-stem auger in the <br /> A ground <br /> w <br /> Water not observed to cave-in depth of 4 feet immediately after <br /> withdrawal of auger. <br /> c <br /> =' Boring then backfilled, <br /> X <br /> v <br /> N <br /> CCC <br /> L <br /> F <br /> .y <br /> t. <br /> XH <br /> 1� <br /> b <br /> n <br /> 0 <br /> C <br /> H <br /> B <br /> 0. <br /> V <br /> n <br /> m <br /> N <br /> Q <br /> V <br /> m <br /> � <br /> 4 <br /> G <br /> SP-07-03738 Braun Intenec Corporation ST-33 page 1 of I <br />