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1 Project: Strong Property <br /> Project No.. AGE-NC-98-0440 BORjNG NO.: <br /> ' Site Address: 5157 West$usiness Loop 205 Total Depth: 25 ft. Bs <br /> Tracy, California <br /> Date: 10 July 1998 <br /> ' Drilling Co.: Soils Exploration Services Logged by: T. Cuellar Page 1 of 1 <br /> Drill Rig Type: B-60 M.D.R/8-inch H.S. augers Reviewed by: N. Henderson <br /> Llagiescrlpt;pn <br /> Pale brown,damp,stiff, fine sandy, SILT. <br /> — <br /> 136-5 0 3-6-8 ML About 90%fines;about 10%fine sand.No petroleum <br /> hydrocarbon(HC)odor. <br /> • Dark gray, saturated, loose to medium dense, silty fine SAND. <br /> 10-- B6-10 493 4-5-6 SM About 70%fine sand; about 30% fines.Moderate HC odor. <br /> Mottled pale brown and green, very moist, stiff to very stiff,silty <br /> B6-15 111 5-8-11 CLCLAY.No visible sand. Moderate HC odor. <br /> _ Pale brown, moist,very stiff, silty, CLAY. <br /> 20— B6-20 0 7-9-11 CL No HC odor. <br /> Pale brown, damp, very stiff, silty CLAY. <br /> B6-25 0 6-10-11 CL No HC odor.No visible SAND. <br /> Notesz <br /> Boring B6 terminated at a total depth of 25 feet below surface <br />' grade(bsg). Ground water encountered at approximately 12 feet <br /> 30— bsg.Boring backfilled to surface grade utilizing portland cement. <br /> 40— <br /> I — <br /> Advanced <br /> GeoEnvironmental, Inc. <br /> L VW1PRO BORING-1%STR NG10440BS,SRM 09115!98 Q 1:48 PM <br />