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BRAUN' LOG OF BORING <br /> I NTE RTEC <br /> Braun Project BL-08-03640 BORING: ST-8 <br /> Geotechnical Evaluation LOCATION: stake- See Attached Sketch <br /> Wayzata Country Club <br /> 200 Wayzata Boulevard West <br /> Wayzata, MN <br /> DRILLER: M.Takada METHOD: 3 1/4"HSA,Autohammer DATE: 8/19/08 1 SCALE: 1"=4' <br /> Elev. Depth <br /> feet feet ASTM Description of Materials BPF WL MC Tests or Notes <br /> 960.0 0.0 Symbol (ASTM D2488 or D2487) <br /> 959.3 0.7 FILL Silty Clayey Sand,with Grass and Roots, black,wet. <br /> PT `"' \ (Topsoil/Fill) �C <br /> PEAT, black,wet. <br /> (Swamp Deposit) <br /> _X 1 <br /> 51 OC=8 <br /> DD=70pcf <br /> 0 _ <br /> 0 <br /> i 952.5 7.5 SZ <br /> _ SM SILTY SAND, mostly fine to medium grained,gray, _V 8 <br /> waterbearing, loose to medium dense. <br /> 0 <br /> ca <br /> Layers or lenses of Gravel at various depths 7 <br /> throughout the boring. <br /> a — (Alluvium) <br /> 0 <br /> m — <br /> a) <br /> — _y 10 <br /> cr <br /> /\ <br /> O <br /> O — - <br /> C <br /> E <br /> > - <br /> 0 _ <br /> Vl <br /> (1) <br /> a <br /> a.) <br /> cc <br /> 939.0 21.0 11 <br /> END OF BORING. <br /> Water encountered at 7 1/2 feet with 19 1/2 feet of <br /> hollow-stem auger in the ground. — <br /> — Water not encountered to cave-in depth of 7 feet — <br /> immediatey after withdrawal of auger. <br /> 0 <br /> Boring immediately backfilled. <br /> a <br /> co — <br /> o — <br /> O <br /> iY <br /> 0 <br /> Da <br /> LL <br /> o <br /> BL-08-03640 Braun Intertec Corporation ST-8 page 1 of 1 <br />