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BRAUN' LOG OF BORING <br /> INTERTEC <br /> Braun Project BL-08-03640 BORING: ST-1 <br /> Geotechnical Evaluation LOCATION: 20'S and 25'E of stake- See <br /> Wayzata Country Club Attached 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 P-20C MC Tests or Notes <br /> 967.0 0.0 Symbol (ASTM D2488 or D2487) % % <br /> 966 7A 0 3^FILL xxx Silty Sand, mostly fine grained, brown, moist. <br /> SM \ (Topsoil/Fill) <br /> SILTY SAND,fine to medium grained, brown, moist, <br /> medium dense to loose. — <br /> (Alluvium) -- 11 <br /> )r 9 14 9 <br /> 0 — <br /> CD • <br /> —/1 9 <br /> .0 X <br /> 0 <br /> c — <br /> 0 <br /> c <br /> X7 <br /> ° 955.0 12.0 <br /> SM SILTY SAND,fine grained, brown, moist,loose. <br /> — (Alluvium) —�/ 9 <br /> 2 953.0 14.0 <br /> ML SANDY SILT, brown,wet, loose. <br /> (Alluvium) <br /> as <br /> X9 <br /> a <br /> — <br /> y <br /> N <br /> a <br /> a) <br /> 948.0 19.0 <br /> CL- /� CLAYEY SILT,gray,wet. <br /> ML %� (Alluvium) <br /> 946.0 21.0 %i Y 11 <br /> END OF BORING. v� <br /> Water not encountered with 19 1/2 feet of hollow-stem <br /> o — auger in the ground. — <br /> 0 <br /> — Water not encountered to cave-in depth of 17 1/2 feet — <br /> immediately after withdrawal of auger. <br /> 0 <br /> o Boring immediately backfilled. — <br /> z <br /> a <br /> c� — <br /> o — <br /> 0 <br /> m <br /> o <br /> o — — <br /> O <br /> z <br /> Fr <br /> O <br /> a0 <br /> U- <br /> O — — <br /> O <br /> O <br /> J <br /> BL-08-03640 Braun Intertec Corporation ST-1 page 1 of 1 <br />