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#BiDw # :se-3/Mw-3 <br /> SOIL DRILLING LOG <br /> Page 1 of 1 <br /> z= McLaren Environmental Engineering Sampler: G. DAVIS <br /> PROJECT FORD NEW HOLLAND, STOCKTON LOCATION 2150 WEST CHARTER WAY <br /> ELEVATION MONITORING DEVICE TIP PHOTOVAC <br /> SAMPLING DATE(S) 11-17-88 START 1500 FINISH 1700 <br /> SAMPLING METHOD 2" O.D. BRASS TUBE SUBCONTRACTOR & EQUIPMENT SPECTRUM EXPL. <br /> MEMO BRASS TUBES IN SPLIT SPOON SAMPLER THROUGH 8" O.D. CME-55 <br /> HOLLOW STEM AUGERS. DRILLED APPROX. 30' NE OF MW-1. <br /> NO ODORS NOTED WHILE DRILLING. <br /> Penetration Borehole Abandonment/ <br /> o Results o g 0 E Well Construction <br /> Soil Description ;� w s W Details <br /> a'`° Blows m E u a 6. Color, Texture, Moisture, y a m vaufiboTraffic-x�� <br /> 0 6'-6'-6" m in° c Cl) ►= co C7 co <br /> v Locking cap <br /> Gravel Neat cement <br /> with 5% <br /> 2.2 ;;::;::;::;::; bentonite <br /> 2.7 _ Bentonite <br /> Light olive brown(5Y 5/6)sandy 3 <br /> � 2"Dia.PVC <br /> 3-6-8 14 5.0'- <br /> sift;slightly plastic to non- i.. casing <br /> 6 406090 Plastic; slightly moist. ML <br /> T Dia PVC <br /> 0.020'slotted <br /> 10' 8-19-19 38 10.0'- screen <br /> 11.5 10 0 <br /> Moderate yellowish brown <br /> (10YR 5/2)sand;moderately SP 03 sand <br /> graded; saturated. <br /> 15' 4-8-10 18 15.0'- <br /> 16.5 40611 0 <br /> Light olive brown(5Y 5/6)sandy <br /> ML <br /> silt: non-plastic: moist. <br /> 18.0' T.D. <br /> 20' <br /> SIGNATURE OF FIELD SUPERVISOR SIGNATlJ�E F IEWER/ <br /> Senior Geologist �upervisving Geologist <br /> TITLE TITLE <br />