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9 <br />OWNER LOG OF BORING NUMBER <br />FML I NC. 11 OM6_. <br />PROJECT VAME aRCHiTECr E71 G, NEE <br />A. <br />sTSConsultants Ltd. Townhouse Development _ I_ Pope Architects, Inc_ <br />SITE LOCATION .ONS �T uNC0%C1NEO COMPRESSIVE STPE%,7rH <br />Roseville, Minnesota 1 2 3 a s <br />_ PLASTIC EATER LIP_— U D _ <br />LI <br />� LIMIT CONTENT 16 LIMIT I.. <br />U_ Z <br />� DESGRopTION OF MATERIAL � Z � 1O 20 30 40 SO <br />C N <br />F� M <br />F ' a W <br />n n C SURFACE ELEVATION PENETRATION SLOWS FT <br />0 9 3 �+ .5 f t . 10 20 30 40 50 <br />1 <br />SS <br />Fine to medium sand, trace to littl <br />silt, trace roots - brown - moist <br />- loose - (SM) <br />Z <br />03 <br />Fine to medium sand, trace silt - <br />brown - moist - medium dense to loose <br />(SP-SM) <br />09 <br />01 <br />�$ <br />3 <br />SS <br />• <br />S <br />5 <br />SS <br />• <br />Fine to medium sand, trace silt - <br />light brown - slightly moist - <br />medium dense (SP) <br />I <br />5 <br />End of Boring at 20.5 ft. <br />Hollow stem augered at full depth. <br />i <br />I <br />THE STRATIFICATION LINES REPRESENT THE APPoOXIMATE BOUNDARY LINES BETWEEN SOIL TYPES. IN SITU. THE TRANSITION MAY BE GRADUAL <br />WL Dry WD WS OR WD <br />BORING STARTED <br />STS OFFICE M i nneapo 1 i s , M i nnesota <br />WL OCR ACR <br />BORING COMPLETED 5/24/85 <br />DRAWN BY kvc <br />SHEET NO. 1 1 OF j <br />d <br />WL Dry <br />RIG CME-750 FOREMAN GQ <br />APP O BY DSW <br />STS JOB NO. 23su <br />BL• 1•1*3 <br />1 <br />1 <br />1 <br />1 <br />1 <br />1 <br />1 <br />1 <br />1 <br />1 <br />1 <br />1 <br />1 <br />1 <br />1 <br />1 <br />1 <br />1 <br />