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BRAUN'" LOG OF BORING <br /> INTERTEC <br /> Braun Project SP-07-03738 BORING: ST-23 <br /> Geotechnical Evaluation LOCATION: See attach sketch <br /> 2009 Street & Utility improvement Project <br /> City of Centerville <br /> Centerville, Minnesota <br /> DRILLER: t Chermak METHOD: 3 f/4"HSA,Awohmr DATE: 10/27/07 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 /> 0,7 PAV 5"Bituminous over 3 1/2"Aggregate Base. <br /> CL SANDY LEAN CLAY,trace of Gravel,dark brown,moist to wet, <br /> medium <br /> (Glacial Till) <br /> 7 <br /> 3.5 <br /> SC CLAYEY SAND,trace of Gravel,light brown and gray,wet,rathel <br /> son <br /> (Glacial Till) 5 <br /> y G.0 <br /> o END OF BORING <br /> is <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 feel immediately atter <br /> withdrawal of auger, <br /> Boring then backfilled. <br /> u <br /> u <br /> N— <br /> O <br /> A <br /> 1- <br /> is <br /> Q <br /> u <br /> y <br /> N <br /> N_ <br /> r <br /> e <br /> C <br /> a <br /> 0 <br /> u <br /> m <br /> d <br /> n <br /> A <br /> �^p <br /> O <br /> a <br /> N <br /> 0 <br /> �d <br /> IFtd <br /> SP-07-03738 Braun lntertec Corporation ST-23 page 1 of 1 <br />