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#s/Dw # :ss-4/Mw-4 <br /> SOIL DRILLING LOG <br /> Page 1 of 1 <br /> _== McLaren Environmental Engineering Sampler: G. DAVIS <br /> 'ROJECT FORD NEW HOLLAND, STOCKTON LOCATION 2150 WEST CHARTER WAY <br /> :LEVATION MONITORING DEVICE TIP PHOTOVAC <br /> SAMPLING DATE(S) 11-18-88 START 1030 FINISH 1200 <br /> SAMPLING METHOD 2" O.D. BRASS TUBE SUBCONTRACTOR & EQUIPMENT SPECTRUM EXPL. <br /> AEMO BRASS TUBES IN SPLIT SPOON SAMPLER THROUGH 8" O.D. CME-55 <br /> HOLLOW STEM AUGERS. DRILLED APPROX. 30' NW OF MW-1. <br /> NO ODORS NOTED DURING DRILLING. <br /> Penetration a.. Borehole Abandonment/ <br /> Results as �_ ° s a Well Construction <br /> m '1 E Details <br /> m m E Soil Description <br /> Blows m E 0 m Color, Texture, Moisture,Etc. M .y = y Traffic-rated <br /> 5.2 t U. E -- E p n, vaultbox <br /> U) 6"-6"-6" m co W F= U C7 cn Locking cap <br /> Gravel Neat cement <br /> with 5% <br /> 2.2 >;: :..: bentonite <br /> 2.6 Bentonite <br /> 3 . <br /> 2"Dia PVC <br /> Light olive brown(5Y 5/6)sandy casing <br /> silt;slightly plastic to non- ML <br /> plastic; slightly moist. <br /> -5-7-8 15 7.0% <br /> 8.5' 40612 0 2"Dia PVC <br /> 0.020"slotted <br /> —10' screen <br /> 14-13-13 26 12.0'- Moderate yellowish brown <br /> 13.9 40613 0 (10YR 5/2)sand;moderately to <br /> poorly graded;fine to coarse SP #3 sand <br /> grained; saturated. <br /> Light olive brown(5Y 5/6)sandy <br /> 3-3-6 9 17.0'- ML <br /> 18.5' 14 0 silt; non-plastic; moist. <br /> 18.0' T.D. <br /> r-20' <br /> SIGNATURE OF FIELD SUPERVISOR SIGNA R OF iEWEFV <br /> Senior Geologist Supervising Geologist <br /> TITLE TITLE <br />