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OWNER LOG OF BORING NUMBER <br />Shelard Group B-3 <br />Fwol':011 PROJECT NAME ARCHITECT•ENGINEER <br />STS Consultants Ltd. Rice Street Retail Center 360 Architects <br />SITE LOCATION <br />UNCONFINED COMPRESSIVE STRENGTH <br />Roseville, Minnesota TONS/FTI <br />I 2 3 d 5 <br />Depth PLASTIC WATER LIou10 <br />W LIMIT CONTENT N LIMIT'o <br />U <br />X--------41°-----� <br />n W r OESCRIPTION OF MATERIAL <br />Z O >- y ' to 20 30 40 s0 <br />Feet o <br />F- tD <br />1 � U STANOARD <br />tall tall I j Z SURFACE ELEVATION +93.8 ft. 7 XY PENETRATION SLOWS%FT <br />IO 20 30 d0 50 <br />3' grass mat followed by 5 o <br />silica sand 2/6I1 <br />10/6' <br />2 SS! Clayey sand, some silt, trace @10 <br />gravel - brown - medium dense <br />- 5 3 ss - (SO - (fill) yt ; <br />4 SS�II 'ESandyy, some silt, trace 12 O <br />brown - stiff - (CL) <br />I, Clayey sand, some silt, trace <br />10 gravel - brown - wet - medium <br />dense - (SC) - (fill) <br />I � iSilty sand, trace clay - gray- I <br />moist - medium dense - (SM) <br />6 ! SS111�� <br />Fine sand, trace silt - gray - <br />saturated medium dense - (SP) <br />20 <br />End of boring at 20.5 ft. <br />Hollow stem augered to full depth. <br />i-- 2 5 -� <br />trometer <br />THE $TRATIFtCATION LINES REPnESF.Ni THE APPAOXIMATE SOUNOARY LINES BEnVEEN SObt TYPt N SITU, THE TRANSITION MAY 9E GRACUAL <br />WL 12.5 f t . WS OR WD I BORING STAFTEO 10/8/C6 I ST.' j OFFICE M i n n e s o Ca <br />WL BCA ACA I BORING COMPLETED 1 0/3/,36 ( ORAWN BY AN SHEET NO. 1 OF 1 <br />NL I RIG — CM("-4S FOREMAN �iD �APP-0 BY ` RT � SiS ;n5 N0. AGnza <br />9L. I-M3 <br />