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T City Testing and Engineering Laborat Inc. <br />9 -4010 SCALE 1 �� = 3 LOG OF TEST BORING NO, 1 <br />JOB NO. VERTICAL <br />PROPOSED FUTURE EXPANSION BLDG. AREA - ACRYLTECH - LITTLE CANADA, MINNESOTA <br />PROJECT <br />SAMPLE <br />LABORATORY TESTS <br />DEPTH <br />IN <br />FEET <br />DESCRIPTION OF MATERIAL <br />ESURFACE ELEVATION 888.5' <br />N <br />WL <br />NO. <br />TYPE <br />W <br />D <br />L.L. <br />P.L. <br />Qu <br />17 <br />192 <br />22 <br />FILL, mixture of SILTY SAND and <br />SAND, a trace of gravel, a little - <br />SILTY CLAY, and FAT CLAY, brown <br />4 <br />9 <br />9 <br />3 <br />—17 <br />— 8 <br />- 5 <br />- 8 <br />* <br />1 <br />2 <br />3 <br />4 <br />5 <br />6 <br />7 <br />8 <br />9 <br />SS <br />SS <br />SS <br />SS <br />SS <br />SS <br />SS <br />SS <br />SS <br />SILTY CLAY, gray and brown <br />mottled, medium (CL) <br />CLAYEY SILT, gray, moist, lenses of <br />silty sand and waterbearing sand <br />(ML-CL) <br />End of Boring <br />*Water noted at about 19' while sampling. <br />START 8/18/72 COMPLETE 8/18/72 <br />WATER LEVEL MEASUREMENTS <br />DATE <br />TIME <br />SDEPTHD <br />CASING <br />DEPTH <br />GAVE-IN <br />DEPTH <br />BAILED DEPTHS <br />ATE <br />LEVEL <br />METHOD 34 HSA 0 -192 <br />@ 3:15 <br />8/18 <br />3:15 <br />22 <br />192 <br />20 <br />to <br />NONE <br />8/18 <br />3:25 <br />22 <br />NONE <br />12 <br />to <br />NONE <br />to <br />to <br />CREW CHIEF Holan <br />