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BRAUN' LOG OF BORING <br /> INTERTEC <br /> Braun Project BL-08-03640 BORING: ST-2 <br /> Geotechnical Evaluation LOCATION: offset 15'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 a-20C MC Tests or Notes <br /> 984.0 0.0 Symbol (ASTM D2488 or D2487) % <br /> 983 7 0.3^FILL' 'c Silty Sand,fine grained,with Roots,dark brown, moist. <br /> SP- \ (Topsoil/Fill) <br /> SM POORLY GRADED SAND with SILT,fine to coarse <br /> grained,with Gravel, brown,moist, medium dense. <br /> (Alluvium) 17 <br /> 980.0 4.0 <br /> SM SILTY SAND,fine to medium grained, brown, medium <br /> dense. <br /> (Alluvium) " 19 <br /> c _ <br /> 0 <br /> D <br /> _0 – 16 16 7 <br /> "E) <br /> 1 <br /> c – <br /> 0 <br /> co <br /> a " 15 <br /> – <br /> 972.0 12.0 <br /> t SM SILTY SAND,fine grained, brown, moist, medium <br /> – dense. 12 <br /> o1 <br /> 1 <br /> – <br /> c <br /> m — <br /> " 12 <br /> – <br /> y <br /> 963.0 21.0 " 17 <br /> END OF BORING. <br /> Water not encountered with 19 1/2 feet of hollow-stem <br /> o – auger in the ground. <br /> – Water not encountered to cave-in depth of 18 feet <br /> immediately after withdrawal of auger. <br /> o — <br /> c <br /> Boring immediately backfilled. <br /> z <br /> a <br /> 0 – <br /> 0 <br /> 0 <br /> o – <br /> O <br /> z <br /> 0 <br /> 0 _ <br /> 0 <br /> 0 <br /> 0 <br /> BL-08-03640 Braun Intertec Corporation ST-2 page 1 of-1 <br />