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LOG OF BORING <br />""PRELIMINARY <br />"PREL f M I NAR`� <br />! Tanurb Development <br />1 <br />-- <br />L -- <br />I TGI Friday's Restaurant <br />Merila <br />and Associates <br />STS Consultsms Ltd. <br />i _ <br />_ .......--•-•--- <br />J. <br />iTE`''(A '` v <br />Roseville, Minnesota <br />"s <br />� 2 ; 4 5 <br />To soil <br />IAST� Sandy clay, trace to li tle gravel ; <br />brown - moist - stif — (U-SC) <br />2 S T .- <br />; Clayey silt, trace very fine sand <br />light brown - wet - loose-(ML) <br />I Sandy clay, trace gravel - brown <br />4 ;SS, ; to grayish -brown - moist - (CL-SC) I <br />5 <br />=ss1 I � a'b�►C� <br />i <br />1 Sandy clay, trace gravel - brown <br />i moist - dense - (CI. -SC) ' <br />r <br />i I <br />�7® <br />6 'Ss I <br />i ! END OF BORING 16.0 FT. 0#-Cal ibeated Pene rometer <br />Boring power augered full depth. I I <br />I <br />I <br />i I I I <br />I I � <br />THE STRATIFICATION LINES AEoQESENT THE APPROXIMATE SOUNOARY LINES BETWEEN SOIL TYPES IN SITU. THE TpANSITION May BE GRADUAL. <br />WL 3.0 f t WS WS OR WD BORING STARTED STS ..�.-- OFFICE M I n 1-s- N— <br />BCR <br />WL — ACR BORING COMPLETED 4/3/8S DRAWN BY kVC SHEET NO. l OF 1 <br />_ _ �._�...._ r _.... •-._. <br />WL Dr AB RIG CME-45 FOREMAN RL APP'0 BY D ST5 JOB NO. - <br />at; 1 943 <br />