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OwwEP LOCI OF BORING NUMBER <br />F M L , I N C . .. 5_ <br />PROJECT NAME ARc"til'EC:T e NGINF EP <br />STS Consultants Ltd. Townhouse Development Pope Architects, Inc <br />SITE LOCATION i uNCONPNEO COMPRIESSIVE STPENG-04 <br />Roseville, Minnesota TONS rT. <br />1 2 3 A S <br />PLASTIC Wi TER LIQUID <br />0 LIMIT h. CONTENT a. LIMIT ti <br />J �isw�w�J��warow" <br />L d <br />OESCR;RTIpN OR MAYEgIAL p.. <br />C Z 10 20 30 AO 30 <br />' z 4 i ►- n 'c M <br />I.. W W W W Oy <br />G W � g C �• Z STANOARO <br />SuRFACE ELEVATIONO ® PENETRAtIpN BLOwS RT <br />u N N M 936.1 f t. Io 20 30 40 so <br />1 <br />SS <br />fine to coarse sand, little <br />gravel and debris, asphalt pieces. <br />etc. - black to dark brown - <br />moist - medium dense - (SM) - <br />(fill) <br />/7® <br />/ <br />ID <br />Zo <br />I <br />4 <br />2 <br />SS <br />3 <br />SS <br />FSilty <br />�+ <br />SS <br />iL <br />5 <br />SS <br />, <br />6- <br />SS <br />Sandy clay, some silt, trace <br />gravel and debris - grayish brown <br />seft, �- (CL) - (f i 1120.0 <br />I <br />7 <br />SS <br />I <br />Silty fine sand, trace organic <br />and roots - dark brown - moist - <br />loose - (SM)'- (possible fill) <br />1 <br />I <br />8 <br />SS <br />Fine to medium sand, trace silt - <br />light brown - moist - medium <br />dense - (SP-SM) <br />7-0 <br />I <br />I <br />I <br />9 <br />SS <br />ltnd o oring at t. <br />Hollow stem augered•to full depth. <br />� <br />0 <br />CAL <br />BRAT <br />D P <br />NETR <br />i1ETE <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 WO <br />BORING STARTED 5/2 /8 <br />STS OFFICE Min eao 1 i s Minnesota <br />WL SCR ACR <br />BORING COMPLETED <br />DRAWN BY DSW <br />SHEET NO. 5 OF 1 <br />WL Dry AB <br />RIG CME-750 FOREMAN <br />APP'D BY <br />STS JOB NO. 93589 <br />aw t.titb <br />