Laserfiche WebLink
BRAUN LOG OF BORING <br /> I NTE BTEC <br /> Braun Project BL-08-03640 BORING: ST-6 <br /> Geotechnical Evaluation LOCATION: offset- 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 /> 963.0 0.0 Symbol (ASTM D2488 or D2487) <br /> PT "' PEAT, black,wet. <br /> (Swamp Deposit) <br /> WH <br /> • _ WH <br /> 0 <br /> L2 <br /> • <br /> , , Sample not suitable for <br /> o - — testing. <br /> is - L. <br /> — <br /> aa)• — i, \ <br /> 0 <br /> — /, \/ <br /> " WH <br /> 0 <br /> C ,\I, • <br /> — <br /> WH <br /> 41 I, <br /> - <br /> a) <br /> a <br /> a� <br /> a) \/, <br /> rn <br /> WH <br /> - <br /> — <br /> O <br /> O <br /> 939.0 24.0 <br /> SM SILTY SAND,fine to coarse grained,with Gravel,gray, <br /> F- waterbearing, medium dense. <br /> 0 <br /> •• 937.0 26.0 (Alluvium) '+ 11 <br /> END OF BORING. <br /> Water encountered at 2 feet with 24 1/2 feet of <br /> Ef <br /> Q• — hollow-stem auger in the ground. <br /> Boring immediately backfilled. <br /> Z <br /> 0 <br /> m <br /> o <br /> 0 <br /> U' <br /> 2 J <br /> BL-08-03640 Braun Intertec Corporation ST-6 page 1 of 1 <br />