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BRAUN' LOG OF BORING <br /> INTERTEC <br /> Braun Project SP-07-03738 BORING: ST-29 <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,Auiohtnr DATE: 10/29/07 SCAL E: I"=4' <br /> Depth <br /> feet ASTM Description of Materials BPF WL. Tests or Notes <br /> 0.0 <br /> 0 6 Symbol (ASTM D2488 or D2487) <br /> PAV 3"Bituminous over 4"Aggregate Base. <br /> FIL-1• FIL•L•: Poorly Graded Sand,fine-to medium-grained,trace of <br /> Gravel,brown,wel. <br /> 3.0 6 <br /> CL SANDY LEAN CLAY,trace of Gravel,dark brown,wet,soft <br /> (Glacial Till) <br /> 3 <br /> 6.0 <br /> o END OF BORING <br /> 4 <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 feet immediately after <br /> ca <br /> withdrawal of auger <br /> x Boring then backfilled. <br /> W <br /> w <br /> s <br /> N <br /> O <br /> G_ <br /> I-' <br /> Q <br /> d <br /> rn <br /> n <br /> F <br /> O <br /> 0 <br /> V <br /> [R <br /> 0. <br /> u <br /> to <br /> er <br /> F <br /> u <br /> °m <br /> 0 <br /> UP <br /> w <br /> m <br /> SP-07-037311 Braun Intenec Corporation ST-29 page t of I <br /> 82 <br />