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B R A U N r" LOG OF BORING <br /> i NTE BTEC <br /> Braun Project SP--07-03738 BORING: ST-55 <br /> Geolechnical Evaluation LOCATION: See attach sketch. <br /> 2009 Street& Utility Improvement Project <br /> City of Centerville <br /> Centerville,Minnesota <br /> DRILLER: 7 Chermak METHOD: 3 1/4"IiSA,Amohmr DATE: 10/30/07 SCALE: 1'1=4' <br /> 3Depth <br /> feet ASTM Description of Materials BPF WL• MC 200 Tests or Notes <br /> 0.0 Symbol (ASTM D2488 or D2487) % % <br /> 1.0 PAV5 1/2"Bituminous over 6"Aggregate Base. <br /> FILL FILL: Silty Sand,trace of Gravel,brown,moist <br /> 4 <br /> 4.0 <br /> SC CLAYEY SAND,trace of Gravel,light brown to gray,wet,rather <br /> ' soft to stiff <br /> (Glacial Till) 5 <br /> N <br /> C <br /> O <br /> p I1 14 43 <br /> e <br /> W <br /> O <br /> C <br /> O <br /> R <br /> G 7 <br /> W <br /> x <br /> v <br /> u <br /> y <br /> 13.5 14 <br /> 0 <br /> END OF BORING. <br /> c <br /> Water not observed with 12 feet of hollow-stem auger in the <br /> F- ground. <br /> a <br /> Water not observed to cave-in depth of 9 feet immediately after <br /> y withdrawal of auger. <br /> A Boring then backfilled <br /> h <br /> e <br /> c <br /> °u <br /> i; <br /> 0 <br /> N <br /> V <br /> zm <br /> C <br /> m <br /> SRW-03ih Braun lntertec corporation ST-55 page 1 or 1 <br /> 108 <br />