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OWNER <br />Shelard Group <br />l� PROJECT NAME <br />STS Consultants Ltd. Rice Street Retail Center <br />SITE LOCATION <br />Roseville, Minnesota <br />Depth <br />W <br />U <br />2' <br />I n ul H DESCRIPTION OF MATERIAL <br />Z Q. <br />r U) <br />Feet `" W 'a w <br />a a p <br />i 3 U <br />U1 Inn N M SURFACE ELEVATION <br />+94 6 Ft <br />Silty fine sand and grass roots, <br />trace clay and gravel - brown - <br />2 SS wet -- (SM and grass roots) - <br />(topsoil) <br />5-- 31SS <br />=MEW <br />Now <br />Him <br />LOG OF BORIN NUMBER <br />B-2 <br />ARCHITECT -ENGINEER <br />360 Architects <br />Clayey sand, some silt, trace <br />gravel - gray changing to brown at <br />4.0 feet - moist - medium <br />\dense - (Sc) Fill <br />Fine sand, trace silt - gray - <br />moist - extremely dense to medium <br />dense - (SP) - (Unnatural chemical <br />odor noted In samples 4 and 5, <br />concrete rubble at 8.5 to 11.0 <br />,Feet) fill <br />fUNCONFF,71�NEO <br />COMPRESSIVE STRENG7r <br />N/5F <br />2 3 a g <br />PLASTIC WATER LIOUID <br />LIMIT % CONTENT '14 LIMIT 4. <br />10 20 30 40 SO <br />+ <br />®STANDARD <br />pENE'pd TtAN <br />10 2 t) a <br />01- <br />li <br />SLOWS/Orr <br />40 '.50 <br />5 0/2 <br />15 6 1 SSj j I <br />4 I <br />I �17 <br />Fine sand, little silt <br />saturated - medium dense brown(SM - I <br />I - (SM) I <br />20 7 ! s s, 6 <br />Fine sand, trace silt <br />Isatu,ated - medium densegray - <br />I <br />I - (Sp) � I <br />I <br />25 8 SS!i 11 <br />+ <br />End of boring aL 25.5 ft. <br />He7110w stem augered to full depth. 1 <br />f <br />30 ' I 17i <br />i 1 <br />i 1 <br />.HE STRATIFICATION LINES REPRESENT THE APPROXIMATEt <br />BOUNDARY LINES BErNEEN SOIL'YPES. 'N SITU, 'HE 'PANSI.ION .MAY <br />WL `� BF GRADUAL. <br />13.0 f'-. 14D WS OR WD BORING STARTED 1 Q/s/86 I $TS OFFICE <br />'NL SCR ,ACn I 90PING COMPLETED M i nnt�so C,a <br />j Q/� B� <br />WL DRAWN BY AN SHEET NO. OF <br />RIG CME7-i+5 FOREMAN D! APP'O BY IJBT $TS JOB N0. <br />BL:1.163 _ n110i9 <br />.~i 014 n <br />