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Wright Environmental Services Inc., CA Exploratory Boring Log <br /> Project No 9111 BORING NO B-1 Drilling Method Hollowstem Auger Page 1 of 1 <br /> Logged by CMP Date October 20, 2004 BOREHOLE:COMPLETION <br /> Client Ace Tomato Well Installed No <br /> Location 2771 East French Camp Road Total Depth 41 5' <br /> French Camp, CA Grout Seal 41 V to surface <br /> Permit SJC EHD#0039546 <br /> Water Levels 1 st Enc 38 5'@ 09 55 Static 39'(P 10 10 <br /> Sample PID Blow Well Detail/ <br /> No /OV Count Depth Lithology Log Backfill <br /> CoaGreteoavement <br /> w <br /> A" <br /> a <br /> ML-Clayey SILT,yellowish brown 10YR5/6, slightly plastic, damp A" <br /> w" <br /> "A <br /> A" <br /> X15; - 50 5 Same as above, becomes cemented, color change to light gray 10YR7/1, <br /> for 6" massive, hard, damp "A <br /> A" <br /> A^ <br /> A" <br /> B-1-239, 10 AA <br /> 11 - 50 " <br /> for 6" ML-Sandy SILT, dark yellowish brown 10YR4/4, f sand 10-15%, massive, "A <br /> locally well cemented with caliche, damp, hard A^ <br /> w" <br /> 1 "A <br /> @ 16' - 28 ML-Sandy SILT, yellowish brown 10YR5/4, f sand 15%, faint bedding, stiff, <br /> damp <br /> AA <br /> "A <br /> "w <br /> B-1-4 _ 63 20 Same as above, inc f to crs sand to 40%dissem in silt, some sandy <br /> @ 21' laminae present, hard, damp " <br /> wA <br /> A^ <br /> A" <br /> A" <br /> B-1-5 25 AA <br /> @ 26' 41 ML-Clayey SILT, brown 10YR5/3, slighlty plastic, massive, very little sand, ^" <br /> very stiff, damp <br /> AA <br /> "A <br /> AA <br /> AA <br /> B-1-6 30 <br /> @ 31' 32 ML-Sandy SILT, dark brown 10YR3/3,f sand 10-20%, masive, hard, damp, �^ <br /> dnlls softer below 32 feet <br /> "A <br /> "A <br /> A" <br /> AA <br /> 8-1-735 "w <br /> @ 36' - 25 Same as above, appears damp to moist, massive, stiff <br /> w" <br /> AA <br /> A" <br /> v <br /> B-1-8 40 "A <br /> B 48 - 10 Same as above,drills softer, stiff, saturated about 38 5 feet A� <br /> Bottom cf Boranngg 41 5 feet groundwater enters borehole slow <br /> roupdwater static levels ma not be stabilized Reviewed by R <br />