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BRAUN` LOG OF BORING <br /> INTERTEC <br /> Braun Project SP-07-03738 BORING: ST-30 <br /> Geotechnical Evaluation LOCATION: See attach sketch. <br /> 2009 Street & Utility Improvement Project <br /> City of Centerville <br /> Centerville,Minnesota <br /> DRILLER: ] Chc,makMETHOD: 3 1l4"NSA,Autohmr DATE: 10/30/07 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 /> 0.9 PAV 5"Bituminous over 6"Aggregate Base. <br /> SC- SILTY CLAYEY SAND,trace of Gravel,dark brown and gray, <br /> SM moist,medium. <br /> (Glacial Till) <br /> 7 <br /> 5 <br /> 6.0 <br /> $ END OF BORING <br /> Water not observed with 4 1/2 feet of hollow-stem auger in the <br /> Aa ground <br /> K <br /> Water not observed to cave-in depth of 4 feet immediately after <br /> .p <br /> withdrawal of auger. <br /> 6 Boring then backfilled <br /> w <br /> d <br /> N <br /> O <br /> G <br /> f-- <br /> N <br /> Q <br /> d <br /> (A <br /> hQ <br /> C <br /> (7 <br /> �a <br /> m <br /> A. <br /> q <br /> 1, <br /> To <br /> L <br /> N <br /> 0 <br /> O <br /> m <br /> 0 <br /> m <br /> a <br /> 5P-07-03738 Braun 1nteAcc Corporation <br /> ST-30 page I of I <br />