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BRAUN"' LOG OF BORING <br /> !NTERTEC <br /> Braun Project SP-07-03738 BORING: ST-4.2 <br /> Geotechnical Evaluation LOCATION: See attach sketch. <br /> 2009 Street &Utility Improvement Project <br /> City of Centerville <br /> Centerville,Minnesota <br /> DRILLER: 1 Chermak METHOD: 3 1/4"HSA,AutohmrDATE: 10/29/07 SCALE: 1"=4' <br /> Depth <br /> feet ASTM Description of Materials BPF WL Tests or Notes <br /> 0.0 Symbol (ASTM D2488 or D2487) <br /> PAV 5"Bituminous over I 1"Aggregate Base. <br /> 1.3 <br /> FILL FILL: Poorly Graded Sand,line-to medium-grained,gray and <br /> brown,moist <br /> 10 <br /> 4.0 <br /> Sc CLAYEY SAND,trace of Gravel,light brown and gray,wet,soft. <br /> (Glacial Till) 3 <br /> „ <br /> 6.0 <br /> o END OF BORING <br /> d 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 /> withdrawal of auger <br /> c <br /> Boring then backfilled <br /> " <br /> N <br /> O <br /> O <br /> C <br /> f.. <br /> w <br /> v <br /> to <br /> o <br /> h <br /> n <br /> s <br /> v <br /> m <br /> a <br /> u <br /> w <br /> 6 <br /> N <br /> z <br /> a <br /> 0 <br /> m <br /> m <br /> SP-07-03738 Braun Intent Corporation ST42 page 1 of 1 <br /> 95 <br />