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Project: American M�ding& Millwork Co Pro ect No.: . (-, rM-NC-99-AGE BORING NO.: <br /> Site Address: 2801 North West Lane Tot il Depth: 50 Feet P2 <br /> Stockton, California Da e: 22 June 1999 <br /> Drilling-Co.: Enviroprobe Logged by: N. Henderson Page 1 of 2 <br /> Rig/Auger Type: Geoprobe.5400 Reviewed by .N Henderson <br /> ..... ... ........ .... . <br /> ........ <br /> . ... <br /> ...... <br /> L►thologic DescriptJon <br /> Boring advanced on west margin of former UST pit. <br />•� ��,, Dark ellowish brown, slightly damp CLAY; low plasticity. - <br /> 20— P2-D20 . . 0 --ML ! I ! ( As above, SILT. Approximately 85%sample recovery. <br /> ML ; oder to yellowish brown, slightly damp SILT; low plasticity, <br /> P2-D25 0 I I . I little cohesion; approximately 75%sample recovery. <br /> 30— P2-D30 '0 Modei ate yellowish brown;no other description. . <br /> w - ML' Mode ate yellowish brown,damp SILT;trace of sand;soil in tip. <br /> P2-D35 .I of amp ling shoe appears to be saturated. <br /> SM �. Dark ellowish brown, saturated,silty SAND;fine sand,coarser <br /> 40--- -P2-D46 0. •I• ��. at base of sampled interval; approximately 70%sample <br /> rec very. <br /> Advanced <br /> GeoEnvironmental, Inc. <br /> L!=1rR 70RING 1 MSM-P2. MIM9 Q 4:33 PM <br />