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E V <br />*4:611 <br />STS Consultants Ltd. <br />SITE LOCATION <br />OWNER <br />Shelard Group <br />PROJECT NAME <br />Rice Street Retail Center <br />Roseville, Minnesota <br />LOG OF BORINZ NUMBER <br />B-1 <br />ARCHITECT- ENGINEER <br />360 Architects <br />UNCONFINED COMPRESSIVE STRENGTH <br />TONS/CTI <br />I 2 3 4 5 <br />PLASTIC WATER LIOUIO <br />LIMIT N!N CONTENT , LIMIT'%, <br />Depth <br />W <br />X------ <br />a <br />DESCRIPTION OF MATERIAL <br />10 20 30 40 50 <br />in o <br />; <br />o <br />rr <br />nN <br />z <br />W <br />Feet d <br />W <br />d <br />W <br />d <br />O <br />H m <br />Z <br />STANDARD <br />® PE14ETRAT!ON BLOWSi FT <br />a <br />a <br />a <br />W <br />a <br />SURFACE ELEVATION +97 , 8 f t . <br />] <br />10 20 30 40 50 <br />N <br />(n <br />U1 <br />6 U <br />10 <br />1 <br />SS <br />Silty fine sand, trace clay, <br />8�6„ <br />interbedded asphalt at 0.5 feet - <br />----- <br />brown - moist - medium dense <br />2 <br />SS <br />(SM) - (fill) <br />5 - 3 ISS <br />10 <br />15 <br />20 <br />25 <br />30 <br />Silty fine to medium sand, trace <br />4 iijy <br />gravel, trace clay, little <br />interbedded clean sand lenses - <br />brown - loose - (SM) - (fill) <br />Clayey sand and sandy clay, some! <br />silt <br />- brown <br />- moist - (SC - <br />CL) <br />- (fill) <br />Note: faint <br />unnatural chemi- <br />cal <br />odor in <br />4 <br />sample and 5 _ <br />End of <br />boring <br />at 9.3 ft. <br />Auger <br />refusal <br />at 9.3 ft. <br />Auger <br />refusal <br />in initial borehole <br />at 6.0 <br />feet. <br />Offset <br />5 feet <br />west. <br />f B <br />Auger <br />refusal <br />at u.5 feet 5' north <br />Abandoned <br />and <br />backfilled all holes. <br />M <br />F1 <br />_j I I I I <br />STRA— T�FICATtON LINES REPRESENT THE aPPROXIMATF, 90UNOARY LINES BETWEEN SOIL TYPES, IN SITU, THE TRANSITION MAY OE ORAOUAL <br />THE <br />WL Dry Hole WS OR WO BORING STARTED 10/8/8 ------------- 6 I STS OFFICE Minnesota <br />OF <br />WL BCR ACR BORING COMPLETED <br />I DRAWN BY SHEET NO. <br />RIG 4 FOREMAN GD I APP,0 BY WBT STS JOB NO. q401C <br />WL CME- S <br />SL: 1.989 <br />