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LOG OF TEST BORING <br />JOB NO 120-7304 VERTICAL SCALE III = 31 BORING NO 3 <br />PROJECT PROPOSED RESIDENTIAL DEVELOPMENT-ROSEVILLE, MINNESOTA <br />DEPTH DESCRIPTION OF MATERIAL GEOLOGIC SAMPLE LABORA70RY TESTS <br />IN 925.9 <br />FEET SURFACE ELEVATION ORIGIN L L <br />CLAYEY SILT, dark grayish brown, <br />soft (ML-CL) TOPSOIL <br />�2 <br />CLAYEY SILT, brownish FINE <br />3 gray, soft ML-CL ALLUVIUM <br />SANDY CLAY, a little gravel, brown <br />mottled, rather stiff, a few lenses TILL <br />of silty sand (CL) <br />t <br />16� <br />SANDY CLAY, a little gravel, <br />brown mottled, stiff (CL) <br />ii <br />1 <br />I <br />I <br />i� <br />I ' <br />16 <br />End of Boring <br />N WL NO TYPE W p Ou <br />P.L <br />1 1 SB <br />MEM • <br />"M© ; <br />0 <br />18 <br />5 <br />SB <br />28 <br />6 <br />SB <br />25 <br />7 <br />SB <br />WATER LEVEL MEASUREMENTS <br />'7AnT 4-14T81 <br />Dot,:PLETE 4-14-81 <br />DATE <br />' �-4 -14 <br />TIME <br />SAI•nPLC0 <br />DEPTH <br />CASING <br />DEPTH <br />CAVE IN <br />DEPTH <br />BAILEDDEP`mS <br />IlEvcL <br />I -OD NSA 0-14a51 <br />@ 2:50 <br />to <br />161 <br />141-1 <br />to <br />i None <br />None.. <br />to <br />None <br />IQ <br />Cn[e. C•+1Ec Brabender <br />WCQ0VAEII AVr W( SOIL E!XMORatl©n S1 PAUL MN 55114 <br />5E : 17 7.•63 <br />