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I <br />I OWNER LOG OF BORING NUMBER <br />FML, I NC <br />PROJECT NAME ARCS• IECT Eh:;'NEEP <br />STSConsultancsLtd. t Townhouse Development _ Pope Architects, Inc. <br />SITE LOCATION uNCONvINED('O"PRESSIVE STRENGTa <br />rONS ry, <br />Roseville Minnesota 1 2 3 4 a <br />w PLASTIC WATER LIOU10 <br />W O*AtT b CONTENT 4. LIMIT <br />v U A <br />� �iwws�ww.�.rwwso�` <br />C Z h OESCRIPTION OF MATEOIAL 3:. 10 20 30 40 50 <br />a <br />►- i o a c � <br />I=• j W W W W O uj <br />I� � C I'-m ® STANDARD <br />O W < < W SURFACE ELEVATION PENETRATION BLOWS FT <br />v` In ¢935.8 f , 10 20 30 40 30 <br />1 <br />SS <br />Silty fine to coarse sand, trace <br />gravel -dark brown to blacK - <br />moist -'medium dense to loose - <br />(SM) - (fill) <br />1Z <br />lg <br />2 <br />SS <br />3 <br />SS <br />4 <br />SS <br />5 <br />SS <br />6 <br />SS <br />. <br />Fine to medium sand, trace silt - <br />light brown - moist - medium <br />dense - (SP-SM) <br />I <br />zo <br />7 <br />SS <br />f} <br />M <br />S <br />I <br />e <br />End of boring at 25.5 ft. <br />Hollow stem augere,' to full depth. <br />THE STRATIFICATION LINES REPRESENT THE APPROXIM., . SOUNOARY LINES BETWEEN SOIL TYPES. IN SITU, THE TRANSITION MAY BE GRAOUAL <br />WL Dry WD WS OR WD <br />BORING STARTED 5/29/85 <br />STS OFFICE Minneapolis, Minnesota <br />WL OCR ACR <br />BORING COMPLETED 5/2 /$ 5DRAWN <br />BY DS!0±SSTSJOBNO. <br />HEET NO. OF <br />WL Dry .AB <br />RIG CME _ 0 FOREMAN <br />APP'0 BY JH <br />5L I-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 />