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1 Advanced BORING LOG <br /> GeoEnvironmental, Inc. LE NO B4 <br /> BOREHOLE <br /> f` 837 Shaw Road, Stockton, CA 95215 <br /> (209) 467-1006 FAX (209) 467-1118 TOTAL DEPTH 40 FEET <br /> ' Project CHETS AUTOMOTIVE Drilling Co Enviroprobe <br /> Site Location 545 EAST MINER AVENUE Rig/Adger Type Geoprobe 5400/ 125"rods <br /> ' STOCKTON, CALIFORNIA Logged By W LITTLE <br /> -- Reviewed By N Henderson <br /> Project No AGE-NC-00-764 Date(s) Drilled 10-24-01 <br /> Notes BACKFILLED WITH PORTLAND CEMENT s Water level during drilling Page 1 of 1 <br /> GRAB WATER SAMPLES COLLECTED AT 40 FEET = Water level in completed well <br /> Sample Blows PID Soil USCS Class and <br /> Depth 1D (per 6") (ppm) Symbo€ Soil Description <br /> 1 0 I <br /> I <br /> -5 <br /> t <br /> -10 __— VIL SILT,tan to brown fines with 10-15% line sand,low toughness and plasticity,no <br /> B4-10 D — hydrocarbon(HC)odor <br /> I <br /> � l <br /> {— — <br /> -20 �—�..� lull. SU-T,gray and brown tines with clay,damp,toughness and low plasticity,no HC <br /> B4-20 — 0 odor <br /> -25� <br /> - <br /> 30— <br /> ——— ML SILT,tan and brown fines with 10% fine sand,darnp,low toughness and plasticity, <br /> B4-30 - 0 =_— no HC odor <br /> 1 —— ML SILT, gray fines with 10% tine sand,damp to saturated,low toughness and <br /> -40 <br /> B4-40 -- D <br /> plasticity,low HC odor J, <br /> I <br /> 45 <br />