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BRAUN'" LOG OF BORING <br /> I NTE BTEC <br /> Braun Project SP-07-03738 BORING: ST-19 <br /> Geotechnical 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: 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 1/2"Bituminous over 12"Aggregate Base <br /> 1.6 <br /> FILL FILL: Sandy Lean Clay,trace of Gravel,gray,moist to wet, <br /> medium <br /> 7 <br /> 3.5 <br /> SC CLAYEY SAND,light brown,wet,soft. <br /> (Glacial Till) <br /> 2 <br /> y 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 /> c Water not observed to cave-in depth of 4 feet immediately after <br /> n <br /> withdrawal of auger. <br /> x Boring then backfilled <br /> t <br /> n <br /> O <br /> G <br /> t^ <br /> i. <br /> Q <br /> u <br /> to <br /> n <br /> n <br /> H <br /> z� <br /> <7 <br /> m <br /> a <br /> C <br /> O <br /> m <br /> O <br /> u <br /> a <br /> m <br /> m <br /> SP-07-83738 Braun lntertec Corporation SF-19 page 1 or 1 <br />