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BRAUN'" LOG OF BORING <br /> INTERTEC <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 �EIHOD: 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 /> 3.5 7 <br /> SC CLAYEY SAND,light brown,wet,soft. <br /> (Glacial Till) <br /> h <br /> 6.0 2 <br /> c END OF BORING. <br /> 't+ Water not observed with 4 1/2 feet of hollow-stem auger in the <br /> ground. <br /> oWater not observed to cave-in depth of 4 feet immediately after <br /> a <br /> withdrawal of auger. <br /> x Boring then backfilled <br /> u <br /> v <br /> s <br /> 0 <br /> c_ <br /> C <br /> O <br /> u <br /> to <br /> gam <br /> C <br /> H <br /> a <br /> v <br /> 6 <br /> o� <br /> i <br /> N <br /> m <br /> 0 <br /> J <br /> V <br /> m <br /> SP-07-03738 HraunlntertecCorporation ST-19 page)orl <br /> 72 <br />