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Field Exploratory Boring Log MW-6 (Well MW-6) <br /> MBlows/ Sample Well Depth Soil Group Materials Description <br /> PM 5' Number Construction (ft) (USCS) <br /> 0 I ft � Well drilled in planter <br /> Clay (CL) <br /> Black(10YR 311),moist,massive,high plasticity, hard, <br /> 9017c fines, 10% very fine sand <br /> 4 <br /> 11 <br /> 03 30 MW-6-4 5 5 — @ 5' As Above <br /> @ 10' As Above-brown(10YR 513), damp,moderate <br /> 4 10 subangular blocky,moderate plasticity,silty,very stiff, <br /> 01 9 MW-6-95 80%fines, 20% fine sand <br /> 12 <br /> 7 15 — @ 5s Above-grayish 1 OYR 5/2),massive,high <br /> o a 17 Mw-6-15 1 ' AAbish brown t g Y g <br /> 21 plasticity,hard,90% fines, 10% very fine sand <br /> V <br /> u � <br /> E <br /> Sand(SP) <br /> _ Grayish brown(10YR 512), damp, single grain,9517c fine to <br /> coarse sand, 5%fines <br /> 6 20 <br /> 07 17 MW-6-20 — ClayCL <br /> ( ) <br /> Grayish brown (10YR 5/2), damp, weak subangular blocky, <br /> moderate plasticity,silty, hard, 8511/c fines, 15% very fine sand <br /> s , <br /> 25 — <br /> 0 7 10 @ 25' As Above <br /> 14 MW-6 25 <br /> 23 <br /> 30 _ Page 1 of 2 <br /> WELL Borehole Diameter 8 inches CAMBRIA <br /> Shell Service Station Logged by J Gaarder <br /> 6131 Pacific Avenue Dnller Gregg 97374 <br /> MW-6 Stockton, California Date Started 17-Sep-97 <br /> Date Completed 18-Sep-97 <br />