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Advanced BORING LOG <br /> a <br /> GeoEnvironmental <br /> , Inc. BOREHOLE NO.: P-2 <br /> 837 Shaw Road, Stockton, CA 95215 <br />' {209}467-1006 FAX: (209) 467-1118 TOTAL DEPTH: <br /> 60 Feet <br /> Project: Spingolo Trucking Drilling Co.. Enviroprobe <br />' Site Location: 1011 North Broadway Avenue Rig/Auger Type: Geoprobe 5400 <br /> Stockton Logged By: P. Dotson <br /> California - - , <br />' Reviewed By: N''Henderson <br /> Project No.: AGE-NC-01-0828 Date(s) Drilled: 04 October 2001 <br /> Notes: Total depth of boring 60'bsg. Backfilled Water level during drilling Page 1 of 1 <br />' to surface grade with portland cement. x Water level in completed well <br /> Sample Blows PID Soil USCS Class and <br />' Depth ID (per 6") (ppm) Symbol Soil Description <br /> 0 <br /> 1 <br /> -5 <br /> SANDY SILT:Moderate orange brown,SANDY SILT,approximately 40%fine sand, <br /> 10 P2-10 --- 0 damp,no petroleum hydrocarbon(HC)odor,95%recovery. <br /> 1 <br /> ML:Moderate orange brown,CLAYEY SILT,low plasticity,trace of fine sand,damp,no <br /> -15 P2-15 --- p HC odor, 100%recovery. <br /> 1 <br /> SAND: Light yellowish brown,POORLY GRADED SAND, fine sand,approximately <br />' - <br /> 20— P2-20 _ 0 nes,damp to moist,no HC odor, 100%recovery. <br /> ML:Olive gray,CLAYEY SILT,moderate to high plasticity,damp,no HC odor, 100% <br />' - <br /> 25— P2-25 ___ 0 ——— recovery. <br />' -- — ML:Light yellowish brown,CLAYEY SILT,low to moderate plasticity,damp,no HC <br /> -30— P2-30 0 odor, 100%recovery. <br /> No soil samples collected below 30 feet bsg. <br />' <br /> -35-- <br /> 3 5 Grab ground water sample P2-H20/10-05-01 collected from 56 to 60 feet bsg. <br /> 1 <br /> i <br />