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f <br /> f <br /> Wright Envrrtot7mentarl Services, inc-, rracy, CA Explaretory Boring tog <br /> Project No 4090 9+oring/Wetl No P5-12 Weil installed No <br /> Client Cox & Cox Date Drilled Apnl 25, 2000 Total Depth 26' <br /> Location- 595 S 11th St , Tracy, CA Logger CMP Cement Grout Sell 2S` to surfacs <br /> DrMing IW&thod 3a QD Direct Bush <br /> Permit. AHS EHD SR 0127896, dated 1-10.2000 <br /> Water Levels 1 st Enc 12',7 Static- 9 15 0 14 40 <br /> m <br /> Sample 3 Depth Borehole <br /> No Pt13 Push m (ft) Lithology Log <br /> Completion <br /> Road Base <br /> Kana CL - Sandy CLAY dark brown 14YR313, low-mad piastcity, - <br /> of°a v f sand 15%, crudely bedded, stiff, damp " <br /> 5 teat , <br /> A ,1 <br /> Ps-tz 0 Push 5 Same as above, staff, damp "+'+ <br /> a'. <br /> i1`h4 <br /> w Yw, <br /> 10 Sarre as above slightly more sand, stiff, damp A <br /> P9-12 0 Push <br /> CL - Sandy CLAY, yellowish brown 10YRS/6, low plastrctty, <br /> v f sand 20%, slit 1S°k, massive, stiff, damp to nearly -"A• <br /> saturated at 12 feet <br /> 3 12 til push Lost most of sample shoe cuttings shoat- <br /> SP - SAND, gray 10YR4/1, v f- sand 95°1x, fines 5A/n, dense, <br /> saturated, borehole beginning to flow <br /> -4 N3 20 Sampter drive acts dense, boat sampie, borehple flowing :• <br /> Onfler calls change at 23 to 24 feet <br /> Fla 73 p Pus► 25 ML - Sandy SILT, yellowish brown 10YRS/4 non-plastic, <br /> of - sited sand 30%, massive, firm, damp <br /> Bottom of Boring = 26 feet <br /> Sampler direct pwhed <br /> unless stated otherwise <br /> NR-No PID Reading <br /> Reviewed by RGICEG <br /> C33 8EW7e6 WGc:� W800 M OODE-OZ-90 <br />