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LOG OF TEST BOKINU <br />LJOBJNO 120-11872 VERTICAL SCALE 41 <br />ECT PROPOSED TRITOR SHOPPING CENTER R BORING NO 11 <br />DEPTH DESCRIPTION OF MATERIAL <br />IN FEET SURFACE ELEVATION 927, 4 I GEOLOGIC SAMPLE LABORATORY TESTS <br />ORIGIN N WL NO. TYPE W D L.L. Ou <br />SANDY CLAY, a little gravel, brown P.L. <br />mottled, soft to rather stiff, FILL OP, <br />some lenses of silty clay, TILL 4 1 SB <br />silty sand and clayey sand (may be <br />fill) (CL) <br />12 <br />10 3 SB <br />1 <br />10 4 SB <br />12 <br />SILTY CLAY, gray, medium (CL) FINE <br />13 2 ALLUVIUM 6 <br />SANDY CLAY,..a little gravel, <br />Ora <br />brown to gray, medium to TILL <br />rather stiff, lenses of silty sand <br />and waterbearing sand (CL) <br />21 <br />End of Boring <br />* Estimated dry density <br />W, <br />6 SB 24 101 499 <br />7 S <br />8 SB <br />0 <br />a <br />WATER LEVEL MEASUREMENTS <br />START__�4 COMPLETE 5-18- <br />DATE <br />5-1 <br />TIME <br />SAMPLED CASING CAVE-IN <br />DEPTH DEPTH DEPTH BAILED DEPTHS <br />' <br />WATER <br />LEVEL <br />METHOD 1_1 <br />T SA O - 19- <br />@ <br />11:5 <br />14 <br />10 <br />12' <br />_2 <br />5-1 <br />12:0 <br />21' <br />19, 1 21 <br />— <br />2.502' <br />to <br />911 161 <br />None <br />21 ' <br />to <br />None 2' <br />7i 1 <br />to <br />PJone <br />CREW CHIEF 41hi to <br />SE-2 (77-B) <br />A <br />t CROMWEII AVENUE SOIL exPLORation <br />C XTVM"rty <br />ST PAUL. MN 55114 <br />