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1: <br />n <br />I <br />OWNER I LOG OF BORING NUMBER <br />op <br />FML, i NC 14 PROJECT !NAME AR HIrECr Eti NEEQ <br />PE-611 <br />STS Consultants Ltd. Townhouse Develo ment I Pope Architects, _inc. <br />SITE LOCATION _ <br />uNCONg'NEOCOmPRESSIvE STRENGTH+ <br />Roseville, Minnesota 'ONS FT I <br />_ 1 2 3 4 S <br />d PLASTIC w4rER LIOu10 <br />Q W LIMN � CONTENT L L-MiT <br />t� z <br />^ H DESCRIPTION OF MATMR1AL H L± <br />.� Q O u1 } 3 10 20 30 40 30 <br />z � <br />tit y W W W W a <br />O W i o om <br />STANDARD <br />SURFACE ELEVATION D PENETRATION SLOWS FT <br />V) " 936.2 f t . 10 20 30 40 50 <br />1 <br />iss <br />Clayey fine to coarse sand, trace <br />gravel and debris - brown to black <br />moist - medium dense - (SC) - <br />(fill) <br />1 <br />I <br />2 <br />SS <br />3 <br />SS <br />Fine to medium sand, little silt, <br />traces of wood - dark brown to <br />brown - moist - medium dense to <br />loose - (SM) - (fill) <br />4 <br />SS <br />5 <br />SS <br />Fine to medium sand, trace silt - <br />light brown - slightly mist - <br />medium dense - (SP) <br />�3 <br />�ig <br />6 <br />SS <br />SS <br />26.0 <br />End of boring at 20.5 ft. <br />Hallow stem augered to full depth. <br />THE STRATIFICATION LINES REPRESENT THE APPROXIMATE BOUNDARY LINES BETWEEN SOIL TYPES. IN SITU, THE TRANSITION MAY BE GRADUAL. <br />WL Dry WD WS OR WO <br />BORING STARTED /2 /8 <br />STS OFFICE Min eaO1 is, Minnesota <br />WL BOA ACR <br />WL Dry AB <br />BORING COMPLETED /2 $ <br />RIG CME-750 FOREMAN CD <br />DRAWN BY kvc <br />APP'O BY DSW <br />SHEET NO. 14 OF <br />STS JOB NO. 93589 <br />at.; I•VW <br />