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ne Advaneed. BORING LOG <br /> _ GeoEnvironmental, Inc. BOREHOLE NO.: SB-1 <br /> �.• .-7:.j 837 Shaw Road, Stockton, CA 95215 <br /> 1 (209)467-1006 FAX: (209) 467-1118 TOTAL DEPTH: 30' <br /> _ Project: City of Stockton Municipal Service Center, Drilling Co-: Enviroprobe <br /> Site Location: 1465 South Lincoln Street Rig/Auger Type: GeoProbe 5400/1.25" Probe Rods <br /> Stockton, California, 95203 Logged By: Brian W. Millman <br /> Reviewed By: Nuel Henderson <br /> Project No.: AGE-NC-99-0641 <br /> _ Date(s) Drilled: 04 February 2002 <br /> Notes: Ground Water encountered at 30 feet Water level during drilling Page 1 of 1 <br /> Ground water sampled t Water level in completed well <br /> Sample Blows PID Soil USCS Class and <br /> Depth <br /> ID (per 6") (ppm) Symbol Soil Description <br /> --- -- Backfill Material-Roadbase <br /> -10 SBI-10 -- 0 '/j��; CL: Light brown,damp,SILTY CLAY; finesand present, I00°io recovery,medium <br /> lastici and toughness,no hydrocarbon HC odor. <br /> P tY g ( ) <br /> II I I i <br /> -15 <br /> SBI-15 --- 0 — ML. Dark red,damp to slightly moist,SANDY SILT;30%fine sand, 100%recovery,no <br /> HC odor. <br /> 0 SB 1-20 --- 0 i�.i CL: Light brown,slightly moist,SILTY CLAY;50%recovery,medium plasticity and <br /> toughness,no HC odor. <br /> SM: Dark Red,slightly moist,SILTY SAND;40%silt, fine sand,50%recovery,no HC <br /> odor. <br /> 25 SBI-25 - 0 CL: Light brown,damp, SILTY CLAY; 100%recovery,medium plasticity and <br /> toughness,no HC odor. <br /> - � I <br /> — SBI-30 --- 0CL: Grayish green,damp,SILTY CLAY; 100%recovery, medium plasticity and <br /> toughness,no HC odor. <br />