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` PP CJjFCT NAVE -- - ---- — -- — — - --- i A STS Cor.s�ltants Ltd Loehmann' s Plaza County Road B-2 at Fairview Ave., Roseville, MN j i I Q� f--I_c!n_i•'� lac 4!GTc Lj �. - t vI Ir SLIPFACE ELEVATION 926 . 3+ i 1j!SS Sandy clay, trace gravel mixed 2 SS with silty sand, trace organic - ? mottled brown to dark br wn - Qist - firm to stiff - �CL-SC) - 3 ST j I 4ISS Silty clay, little sand, trace gravel - mottled brown to dark brown - moist - firm to stiff - (CL) - fill 5 iST Silty clay, little sand, trace gravel - gray - moist - stiff - 6 SS f (CL) 1 End of boring at 16.0 ft. Boring augered full depth. I LOG OF BORING NUMBER B-19 PC-!T_CT _; G %EE- — Merila E Associates ONCONFINED COMPRESSIVE STRENGT" TONS FT 1 2 3 4 5 PLASTIC WATER UOUID ;IMI- CON TEN'LIMIT a 3 ' 10 20 30 40 50 O �m N STANDARD PENETRATION 10_ 20 30 0 BLOWS FT 50 al i bl,atedI Penekrom4ter THE STRATIFICATION LINES REPRESENT THE APPROXIMATE BOUNDARY LINES BETWEEN SOIL TYPES IN SITU, THE TRANSITION MAY BE GRADUAL. WL Not encountered WS OR WD BORING STARTED g4 STS OFFICE Min e innesafa WL-- BCR ACR BORING COMPLETED 1 1 -29-84 DRAWN BY KC SHEET NO. 1 OF -- 1 WL RIG CME-45 FOREMAN RL APP-D BY BL „ i)SW STS roe No. 93492 O �m N STANDARD PENETRATION 10_ 20 30 0 BLOWS FT 50 al i bl,atedI Penekrom4ter THE STRATIFICATION LINES REPRESENT THE APPROXIMATE BOUNDARY LINES BETWEEN SOIL TYPES IN SITU, THE TRANSITION MAY BE GRADUAL. WL Not encountered WS OR WD BORING STARTED g4 STS OFFICE Min e innesafa WL-- BCR ACR BORING COMPLETED 1 1 -29-84 DRAWN BY KC SHEET NO. 1 OF -- 1 WL RIG CME-45 FOREMAN RL APP-D BY BL „ i)SW STS roe No. 93492 0 BLOWS FT 50 al i bl,atedI Penekrom4ter THE STRATIFICATION LINES REPRESENT THE APPROXIMATE BOUNDARY LINES BETWEEN SOIL TYPES IN SITU, THE TRANSITION MAY BE GRADUAL. WL Not encountered WS OR WD BORING STARTED g4 STS OFFICE Min e innesafa WL-- BCR ACR BORING COMPLETED 1 1 -29-84 DRAWN BY KC SHEET NO. 1 OF -- 1 WL RIG CME-45 FOREMAN RL APP-D BY BL „ i)SW STS roe No. 93492