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' CNWNER LOG OF BORING NUMBER <br />6 - - --------- --- -- PROJECT NAME E. - C:v'VF.GA <br />9A� 61 FML, INC. <br />STS Consultants Ltd. Townhouse Deve 1 opmen_t_ _ I Pope Architects, _Inc. _ <br />SITE LOCATION JNC11-%r"NEC COMPQESSIVE STRENGTh4 <br />rnNs cT ' <br />Roseville, Minnesota 1 2 3 A S <br />A.# PLAST'C WATER LIOUIO <br />W LIMIT CONTENT 0. LIMIT G <br />z�--------•`-7� <br />Z a DESCRIPTION OF kIA-_Q!AL F <br />3 10 20 30 40 50 <br />(] N <br />I`. j L: W WUj ® STANDARD <br />Z <br />a < 937.1 f t 0-NETRATION BLOWS FT <br />In A n s SURFACE ELEVATIONO <br />10 20 30 40 SO <br />1 <br />SS <br />I <br />Silty fine to medium sand - <br />dark brown to brown - moist - <br />loose - (SM) <br />®� <br />?, <br />2 <br />ISS <br />3 <br />ISS <br />Silty fine to medium sand <br />brown - moist - medium dense - <br />(SM) <br />�! <br />. <br />I <br />I <br />4 <br />SS <br />I <br />Fine to medium sand, trace silt - <br />light brown - slightly moist - <br />medium dense - (SP-SM) <br />&1 <br />I <br />5 <br />SS <br />TI <br />6 <br />SS <br />1H <br />I <br />I <br />End of Boring at 20.5 ft. <br />Hollow stem aucgered to full depth. <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 <br />BORING STARTED 5/30/85 <br />STS OFFICE <br />WL SCR ACA <br />BORING COMPLETED 5/30/85 <br />I RIG CME-750 FOREMAN GD <br />DRAWN BY kvc <br />APP•D BY W <br />SHEET NO. 16 OF <br />STS JOB NO. 93589 <br />- <br />WL Dr AB <br />BL: 1-M <br />1 <br />1 <br />1 <br />1 <br />1 <br />1 <br />1 <br />1 <br />1 <br />1 <br />1 <br />1 <br />1 <br />1 <br />1 <br />1 <br />1 <br />1 <br />1 <br />