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BRAUN' LOG OF BORING <br /> INTERTEC <br /> Braun Project BL-08-03640 BORING: ST-3 <br /> Geotechnical Evaluation LOCATION: 25'W of stake- See Attached <br /> Wayzata Country Club Sketch <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 '-20( MC Tests or Notes <br /> 979.0 0.0 Symbol (ASTM D2488 or D2487) % % <br /> ‘_g_zaii_o_.3.A FILL 7x' Sandy Lean Clay, a trace of Roots, dark brown to <br /> SC- 7 black,wet. <br /> SM (Topsoil/Fill) <br /> CLAYEY SAND to SILTY SAND,fine to coarse <br /> grained,dark brown to brown, moist, loose. 1 8 26 13 <br /> (Possible Fill) � <br /> II 6 <br /> 972.0 7.0 . <br /> SM SILTY SAND,fine to coarse grained,with Gravel, <br /> 03 <br /> • — brown, moist, medium dense. 'I 19 18 8 <br /> o (Alluvium) 1 <br /> 0 <br /> (13 19 <br /> aa)) — <br /> 2- 967.0 12.0 <br /> ✓ SP- POORLY GRADED SAND with SILT,fine grained, <br /> — SM brown, moist, medium dense. t/ 19 <br /> o <br /> (Alluvium) 1 <br /> o — <br /> C <br /> E 964.0 15.0 <br /> ML SANDY SILT, brown, moist to wet, medium dense. 15 <br /> > — (Alluvium) <br /> 4 <br /> U — <br /> y <br /> N <br /> 0 <br /> a) <br /> N <br /> 958.0 21.0 `+ 11 <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 /> 0 <br /> Boring immediately backfilled. <br /> a <br /> 0 <br /> — <br /> 0 <br /> m <br /> o — <br /> 0 <br /> 0 <br /> BL-08-03640 Braun Intertec Corporation ST-3 page 1 of 1 <br />