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JOB NO <br />PROJECT <br />DEPTH <br />IN <br />FEET <br />LOG OF TEST BORING 4 <br />111 <br />31 <br />BORING NO <br />1 20-7304 VERTICAL SCALE <br />^^DBE DEVELOPMENT-ROSEVILLE MINNESOTA SAF,nPLE LABORATORY TESTS <br />DESCRIPiiON OF MATERIAL GEOLOGIC TYPE W D L Ou <br />942.41 ORIGIN N WL Nd P.L <br />—SURFACE ELEVATION <br />CLAYEY SILT, dark grayish brown TOPSOIL <br />to dark brown, soft (ML-CL) <br />2�2-rbrown <br />Y CLAY, a trace of gravel, <br />brown, soft (CL ) <br />4 CLAY, a little gravel, <br />and gray mottled, rather <br />f <br />_ -----� -_ <br />r­� <br />ANDY CLAY, a little gravel, <br />rown mottled, stiff (CL) <br />11 �: <br />SILTY SAND, a little gravel, <br />brown, moist, very dense (SI`1) <br />15 <br />LEAfz CLAY, a traceraiff <br />16 <br />IEnd of Boring <br />1f <br />R <br />i <br />FINE <br />ALLUVIUM <br />WEATHERED <br />TILL <br />TILL <br />1 <br />1 <br />SB <br />q <br />2 <br />SB <br />13 <br />3 <br />SB <br />16 <br />4 <br />SB <br />pp I <br />5 <br />58 <br />79 � <br />6 <br />58 <br />41 1 17 1 SB <br />I 4-14-B1 <br />WATER LEVEL MEASUREMENTS HSA 0-1411' 3@a: 35 <br />wrtlo CASINC, CAYr',H 9.ILED oErl"S LEVE► <br />OAiE TIME DE VI" Ota,.� Ot <br />10 <br />35 16' 14', = i None <br />None None grabender <br />4- 4I :4 16' Cnf.vC��ltr <br />SOIL eXII.ORatl n S1 PAu; ►.��, s,,u <br />SE <br />