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• <br />LOG OF TEST BORING <br />XB NO <br />120-9987 <br />VERTICAL SCALE lit, BORING NO. 7 <br />PROJECT <br />CHECK OF PEAT <br />DEPTH-ROSEVILLE, MINNESOTA <br />DEPTH <br />DESCRIPTION OF MATERIAL <br />GEOLOGIC <br />SAMPLE <br />LABORATORY <br />TESTS <br />IN <br />FEET <br />SURFACE <br />ELEVATION <br />83 • 7 I <br />ORIGIN <br />N <br />WL <br />NO <br />TYPE <br />IN <br />P.L <br />ou <br />SWAMP1 <br />HA <br />1 <br />MUCK <br />black <br />Pt <br />DEPOSITS <br />PEAT, <br />fibrous, dark <br />rown, <br />moist <br />to wet <br />(Pt) <br />6 PEAT, dark grayish brown, <br />wet (Pt) <br />11 <br />12 SILTY CLAY, ra CL -,-.FINE* <br />SANG fine rained a See#1 SP-SM COARSE* <br />13 -- <br />End of Boring *ALLUVIUM <br />N1 - little gravel, gray, water - <br />bearing (SP-SM) <br />2 HA <br />3 1 HA <br />4 I 1A <br />5 HA <br />WATER LEVEL MEASUREMENTS <br />START 5-12-83 COMPLETE <br />METHOD 6 HA 0-6' �, 11� :50 <br />DATE <br />TIME <br />SAMP <br />PLED <br />CASDEPIN <br />IN <br />AVE-N <br />BAILED DEPTHS <br />TEWATER <br />2 HA 6-13' <br />to <br />one <br />,o <br />5�12 <br />12:55 <br />13' <br />None <br />tU <br />CREW CHIEF Brabender <br />,o <br />WCROVW(tt <br />