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Ak <br />A& <br />LOG OF TEST BORING <br />JOB NO. 1 20-10689 VERTICAL SCALE 1" = 5' BORING NO. 4 -83 <br />PROJECT PROPOSED ELDERLY HOUSING - ROSEVILLE, MINNESOTA <br />DEPTH <br />IN <br />DESCRIPTIQV O� MATERIAL <br />LJ/ <br />GEOLOGIC <br />SAMPLE <br />LABORATORY TESTS <br />NO. <br />TYPE <br />W <br />D <br />L L <br />PL <br />O� <br />FEET <br />SURFACE ELEVATION <br />ORIGIN <br />N <br />WL <br />SILTY CLAY, brown mottled, <br />FINE <br />4 <br />1 <br />SB <br />soft (CL) <br />ALLUVIUM <br />3 <br />6 <br />2 <br />SB <br />SAND, medium to fine grained, <br />3 <br />SB <br />a little gravel, light brown, <br />ALLUVIUM <br />moist, medium dense to dense <br />10 <br />4 <br />SB <br />(SP) <br />15 <br />5 <br />SB <br />15 <br />6 <br />SB <br />14 <br />7 <br />SB <br />16 <br />8 <br />SB <br />19 <br />SAND, fine grained, light brown, <br />moist, dense (SP) <br />28 <br />9 <br />SB <br />24 <br />SAND, medium grained, a little <br />gravel, brown, waterbearing, <br />10 <br />10 <br />SB <br />medium dense to very dense <br />to dense (SP) <br />36 <br />11 <br />SB <br />22 <br />12 <br />SB <br />39 <br />40 <br />CLAYEY SILT, gra See#1LCCL-ML _ <br />FINE <br />Continued on Next Page <br />#1 - stiff, layers of brown silt <br />* ALLUVIUM <br />below about 44' (CL-ML) <br />F."r.pr%"V1I AVVMIc =nil 90WCXjn0arjon ST,PAUL,MN 55114 <br />