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OWNER <br />Ei�� Shelard Group <br />PROJECT NAME <br />STS Consultants Ltd. Rice Street Retail Center <br />SITE LOCATION <br />Roseville, Minnesota <br />LOG OF BORIN77NUMBER <br />B-4 <br />ARCHITECT•ENGINEER <br />360 Architects <br />UNCONFINED COMPRESSIVE STRENGTH <br />TON:/KT' <br />I 2 3 4 5 <br />PLASTIC WATER LIQUID <br />LIMIT '^ CONTENT ^o LIMIT % <br />X------i------� <br />~ 10 20 30 40 50 <br />3• <br />Depth <br />W <br />U <br />z <br />a <br />DESCRIPTION OF MATERIAL <br />in <br />0 <br />°W <br />r <br />Feet <br />Z <br />W <br />i- <br />W <br />Ja. <br />O <br />W <br />J <br />tY <br />W <br />> <br />NN <br />i <br />N <br />a <br />SURFACE ELEVATION +93 . 3 f t. <br />Fine sand, little silt - reddish <br />1 <br />S <br />lA <br />SS <br />brown - moist - loose - (SM) - <br />(fill) <br />t I SS <br />5 _ 31 SS I Fine sand, trace silt - brown - <br />moist to wet - saturated below <br />4 SS 10 feet - medium dense to loose - <br />(SP) <br />5 SS <br />Fine sand, little silt z \ <br />10 reddish brown - saturated - <br />medium dense - (SM - SP) <br />ClayeY silt, little fine <br />sand - brown - saturated - <br />15 medium dense - (ML) <br />AA1 S§44 <br />End of boring at 15.5 ft. <br />Hollow stem augered to full depth. <br />F- 20 --i <br />I- 3 0 -j <br />r� <br />OUl <br />~ m <br />/Oj STANDARD <br />%0/ PENETPATION <br />i0 20 <br />?� <br />7 <br />/6" <br />12 <br />I <br />II <br />�13 <br />4/6" <br />6/5„ <br />SLOWSi FT <br />40 50 <br />=:� III I i I I I I_ I I I <br />THE STRATIFICATION LINES REPRESENT THE APPROXIMATE BOUNDARY LINES BETWEEN SOIL TYPES. IN SITU. THE TRANSITION MAY BE GRAOUAL. <br />WL 10.0 f t . WS OR WD I BORING STARTED 1 O/3/86 STS OFFICE Minnesota <br />WL gCR ACA BORING COMPLETED `� DRAWN BY SHEET NO. OF <br />RIG rMF-Lr, FOREMAN DZ APP'D BY WBT STS JOB No. 94039 <br />BL: 1.983 <br />