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LOG OF BORING NUMBER <br />PQ0 jEC- NAME —1 7------------..._. . _ ._ .... <br />STS Consuliants Ltd. Townhouse Development <br />Po a Architects, Inc. <br />SITE LOCATION -'—"— " ' ' — -- • —._._ <br />ONCOti= Ve0 COMPgESSIVE STRENGTH <br />Roseville, Minnesota TONS <br />W PLAST:C WATER LIOUIO <br />U LIMIT CONTENT ♦ LIMIT 4 <br />DESCRIPTION OF MATERIAL <br />H <br />►Z- a Z ►}- O S 3 10 20 30 40 50 <br />> W W W W } <br />CL W G <br />O W <br />P 4n uai SURFACE ELEVATION j J ® PENETRATION <br />937.9 ft, aLOWS AT <br />I <br />10 20 30 40 50 <br />1 SS Fine to medium sand, trace to Iittl Z- I <br />silt -brown -moist - loose - <br />2 SSIffq (SM) Z <br />� I• <br />3 S S <br />4 SS I <br />Fine to medium sand, trace silt. - <br />light brown slightly moist - ®j <br />5 SS medium dense - (Sp-SM) <br />6 ss �I <br />• <br />ISSIF <br />2J <br />End of Boring at 20.5 ft. <br />f <br />' Hollow stem augered to full depth. <br />I <br />THE STRATIFICATION LINES REPRESENT THE APPROXIMATE BOUNDARY LINES BETWEEN SOIL TYPES. IN SITU. THE TRANSITION MAY BE GRADUAL <br />WL Dry WD WS oR WD 80RING STARTED r F = 5/ 0/g STS o FICE•� M i nne i M i n <br />nesgta <br />WL 8CR ACR 80RING COMPLETED 0�8 DRAWN 8Y kVC SHEET NO. 17 OF l <br />WL Dry AB RIG CME_ FOREMAN GD APP•0 BY <br />OSW STS JOB N0. 8 <br />eL 1.963 <br />