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j <br />II <br />t <br />STS Consultants Ltd. <br />SITE LOCATION <br />LOG OF BORING NUMBER <br />ARG'+I !' ELT ctiCil'VEEp <br />Pope Architects, Inc. <br />— -' UNCONFINED (;�1M"gSSIVE'STRENGTw <br />rONS FT <br />2 3 A S <br />PLASTIC WATER UOUIO <br />LIMIT CONTENT % LIMIT b <br />v <br />W <br />Z DESCRIPTION OF MATSOIAL �- 10 2Cj 30 40 30 <br />OV%tiER <br />FM <br />t=RO.ECT NAME <br />Townhouse Development <br />Roseville, Minnesota <br />1- <br />C <br />W <br />W <br />W <br />> <br />►� tD <br />? J <br />� <br />N <br />� <br />N <br />O <br />SURFACE ELEVATION f t <br />. <br />Silty fine to medium sand, tract <br />k b wn - <br />1 S organic and roots - dar ro <br />moist - medium dense - <br />left (fill) <br />�•• mm-r. <br />= fir■ <br />--el <br />Lm <br />11 <br />I <br />1 <br />Silty fine to coarse sand, trace I <br />gravel, pieces of asphalt - dark <br />brown to black - moist to wet - <br />loose = (SM) - (fill) <br />EF <br />Silty fine to medium sand, trace <br />organic - dark brown - slightly <br />- i „e%ca -buried tons. i 1 f s <br />6 ISS Fine to medium sand, trace silt, <br />light brown - moist - medium dense <br />(SM) . <br />7F� <br />End of boring at 20.5 ft. <br />Hollow stem augered to full depth. <br />(9 J�j STANOARO <br />PENETRATION <br />tto 22'O� 30 <br />C S� 1 I <br />Eel <br />in <br />BLOWS FT <br />.�-I 1 11 i <br />THE STRATIFICATION LINES REPRESENT THE APPROXIMATE BOUNOARY LINES BETWEEN SOIL TYPES. IN SITU, THE TRANSITION MAY BE lfRAOUAI_ <br />STS OFFICE <br />WS OR WD BORING STARTED <br />/2 /8 <br />WL Or WD DRAWN 8Y SHEET No. OF <br />WL OCR ACR BORING COMPLETED 2 8 DSW <br />RIG CME- 750 FOREMAN GD APP'D BY JHO STS JOB NO. S <br />WL Dry AB <br />BL:1-M <br />1 <br />