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BRAUN' LOG OF BORING <br /> INTERTEC <br /> Braun Project SP-07-03738 BOWNG: ST-16 <br /> Geotechnical Evaluation LOCATION: Sec attach sketch <br /> 1009 Street & Utility Improvement Project <br /> City of Centerville <br /> Centerville,Minnesota <br /> DRILLER: J.Chermak METHOD: 3 1/4"HSA,Autohmr DATE: 10/27/07 SCALE: 111=4 <br /> Depth <br /> feet ASTM Description of Materials BPF WL Tests or Notes <br /> 0.0 1 Symbol (ASTM D2488 or D2487) <br /> PAV 5 1/2"Bituminous over 8"Aggregate Base over 12"Poorly Graded <br /> Sand <br /> 2.2 <br /> FILL FIL L•: Clayey Sand,with seams Silty Sand,trace of Gravel,dark 7 <br /> F4.0 <br /> brown and gray,moist to wet,medium <br /> CL. SANDY LEAN CLAY,trace of Gravel,brown to gray,wet,soft <br /> (Glacial Till) 2 <br /> 6.0 <br /> $ END OF BORING <br /> Water not observed with 4 I/2 feet of hollow-stem auger in the <br /> a ground <br /> a <br /> Water not observed to cave-in depth of 4 feet immediately after <br /> wwithdrawal of auger. <br /> rr <br /> `—° Boring then backfilled, <br /> u <br /> f° <br /> v <br /> .01c <br /> N <br /> E <br /> 7 <br /> V <br /> H <br /> M <br /> h <br /> Y <br /> yC� <br /> 4J <br /> K <br /> L <br /> q^ <br /> n <br /> P. <br /> VI <br /> m <br /> Q <br /> 8 <br /> V <br /> VI <br /> 4 <br /> 10 <br /> ST-16 e 1 of 1 <br /> SP-07-03738 Braun Intenee Corpora8on �8 <br />