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BRAUNsm LOG OF BORING <br /> I NTE RTEC <br /> Braun Project BL-08-03640 BORING: ST-5 <br /> Geotechnical Evaluation LOCATION: offset 25'E- 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 SCALE: 1"=4' <br /> Elev. Depth <br /> feet feet ASTM Description of Materials BPF WL Tests or Notes <br /> 960.0 0.0 Symbol (ASTM D2488 or D2487) <br /> PT "' PEAT, black,wet. <br /> (Swamp Deposit) <br /> WH <br /> 956.0 4.0 <br /> SM SILTY SAND,fine to coarse grained,with Gravel,gray, <br /> waterbearing, loose to medium dense. <br /> (Alluvium) X 5 <br /> o — <br /> > — <br /> ED_ — y <br /> _X- 9 <br /> c _ <br /> c <br /> a )( 7 <br /> a)• — n <br /> 15 <br /> — <br /> 14 <br /> a <br /> U — <br /> h <br /> N <br /> 0 <br /> a) <br /> 13 <br /> 939.0 21.0 V/� <br /> END OF BORING. <br /> Water encountered at 7 1/2 feet with 7 1/2 feet of <br /> • — <br /> hollow-stem auger in the ground. _ <br /> • — Water encountered at 8 feet with 19 1/2 feet of <br /> o hollow-stem auger in the ground. <br /> 0 <br /> o _ Water encountered at 4 feet to cave-in depth of 7 feet <br /> immediately after withdrawal of auger. — <br /> Boring immediately backfilled. — <br /> d <br /> c� — <br /> c0 <br /> M <br /> O — _ <br /> 0 <br /> z <br /> 0 <br /> co <br /> o — <br /> 0 <br /> 0 <br /> J <br /> BL-08-03640 Braun Intertec Corporation ST-5 page 1 of 1 <br />