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BRAUN`" LOG OF BORING <br /> INTERTEC <br /> Braun Project SP-07-03738 BORING: ST-51 <br /> Geotechnical Evaluation I.&ATION: See attach sketch <br /> 2009 Street&Utility Improvement Project <br /> City of Centerville <br /> Centerville,Minnesota <br /> DRILLER: J Chermnk METHOD: 3 1/4"IiSA,Aulohmr DATE: 10/30/07 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 4 1/2"Bituminous over 9"Aggregate Base. <br /> 1.2 <br /> 2.01 FILL FILL: Silty Sand,trace of Gravel,brown,moist <br /> CL• SANDY LEAN CLAY,trace of Gravel,light brown to gray,wet, <br /> rather sofi to rather stiff 9 <br /> (Glacial Till) <br /> 6 <br /> c <br /> 0 <br /> s 7 <br /> es <br /> 0 <br /> c <br /> 0 <br /> m <br /> 4 <br /> x <br /> d <br /> Wy <br /> N <br /> 13.5 <br /> 0 <br /> END OF BORING <br /> C <br /> Water not observed with 12 feet of hollow-stem auger in the <br /> t= ground. <br /> Water not observed to cave-in depth of 9 feet immediately after <br /> y withdrawal of auger. <br /> Boring then backfilled. <br /> c <br /> v <br /> 0 <br /> s <br /> N <br /> 0 <br /> 0 <br /> �6 <br /> C <br /> SP-W-03736 Braun Intense Corporation ST-51 page I of I <br /> 104 <br />