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BRAUN"' LOG OF BORING <br /> I NTERTEC <br /> Braun Project SP-07-03738 BORING: ST-5 <br /> Geotechnical);valuation LOCATION: See attach sketch <br /> 2004 Street &Utility Improvement Project <br /> City of Centerville <br /> Centerville,Minnesota <br /> DRILLER: J.Chermak METHOD: 3 114"11SA,Autuhmr DATE: 10/22/07 SCALE: V=4' <br /> Depth <br /> feet ASTM Description of Materials BPF WL Tests or Notes <br /> 0.0 Symbol (ASTM D2488 or D2487) <br /> PAV 4 1/2"of Bituminous over 10"Aggregate Base over Fabric <br /> i3 <br /> 1.3 <br /> FILL FILL.: Silty Sand:dark brown to gray,moist. <br /> 3.5 <br /> _ CL SANDY LEAN CLAY,trace of Gravel,gray,wet,rather soft <br /> (Glacial Till) <br /> S <br /> 6.0 <br /> o END OF BORING <br /> Water not observed with 4 1/2 feet of hollow-stem auger in the <br /> ground <br /> eWater not observed to cave-in depth of 4 feet immediately after <br /> .e <br /> withdrawal of auger <br /> Boring then backfilled <br /> ru' <br /> d <br /> N <br /> O <br /> O <br /> FGF <br /> .0 <br /> t� <br /> U <br /> 0 <br /> u <br /> 0 <br /> C <br /> F <br /> °u <br /> 6 <br /> 00 <br /> r <br /> zGN <br /> RO <br /> m <br /> Q <br /> K <br /> SP-07-03738 Braun Intertec Corporation ST-5 page t off <br /> 58 <br />