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BRAUN"' LOG OF BORING <br /> INTERTEC <br /> Braun Project SP-07-03738 BORING: ST-33 <br /> Geoteelinieal Evaluation LOCATION: See attach sketch <br /> 2009 Street &Utility Improvement Project <br /> City of Centerville <br /> Centerville,Minnesota <br /> DRILLER: J.Chermak METHOD: 3 1/4"HSA,Autohmr DATE: 10/29/07 SCALE: V=4' <br /> Depth <br /> feet ASTM Description of Materials BPF WL. Tests or Notes <br /> 0.0 1 Symbol (ASTM D2488 or D2487) <br /> 0,7 PAV 5"Bituminous over 3"Aggregate Base. <br /> TILL 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 F SANDY LEAN CLAY,trace of Gravel,brown,moist,rather sofi. <br /> (Glacial Till) <br /> 4 <br /> 6.0 <br /> o END OF BORING <br /> m <br /> Water not observed with 4 1/2 feet of hollow-stem auger in the <br /> ground. <br /> Water not observed to cave-in depth of 4 feet immediately after <br /> b withdrawal of auger. <br /> Boring then backfilled. <br /> V <br /> W <br /> U <br /> A <br /> N <br /> 0 <br /> rC0 <br /> L <br /> F <br /> 7 <br /> M <br /> G <br /> 0 <br /> C <br /> h <br /> tz7 <br /> D <br /> m <br /> i <br /> l7 <br /> p <br /> F <br /> d <br /> N <br /> 0 <br /> 1G <br /> Q <br /> V <br /> m <br /> SP-07-03738 Braun Intenec Corporation ST-33 page 1 of) <br /> 86 <br />