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SOIL DRILLING LOG SIB/MW # :SB-3/MW-3 <br /> _= Page 1 of 1 <br /> —== 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 a.-. Borehole Abandonment/ <br /> o Results o v ° o a Well Construction <br /> m J E Details <br /> w E Soil Description c_ <br /> m p �, a cn Traffic-rated <br /> E2` Blows LL E m E Color, Texture, Moisture,Etc. 1 m .6 vaultbox <br /> m 7 6"-6"-6" 4. ciS c d W <br /> o cn m U) cn ►= c3 u) Locking cap <br /> Gravel Neat cement <br /> with 5% <br /> 2.2 ..;.;,,,.._;< bentonite <br /> 2 3 Bentonite <br /> Light olive brown(5Y 5/6)sandy 2"Dia.PVC <br /> 3-6-8 14 5.0'- sift; slightly plastic to non- casing <br /> 6.5' 609 0 Plastic; slightly moist. ML <br /> _ 2"Dia.PVC <br /> Q_ 0.020" slotted <br /> 10' 8.19-19 38 10.0'- <br /> screen <br /> 11.5 W610 0 <br /> Moderate yellowish brown <br /> (10YR 5/2)sand;moderately SP .. _. :. #3 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 ML <br /> silt; non-plastic; moist. <br /> 18.0' T.D. <br /> 20' <br /> SIGNATURE F FI UPERVISOR SIGNA E F (EWER/ <br /> Senior Geologist upervising Geologist <br /> TITLE TITLE <br />