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Wright Environmental Services, Inc., CA Exploratory Boring Log . <br /> Project No.4509 BORING NO.MW-3 Drilling Method: 8"Hollowstem Page 1 of 1 <br /> Logged by:CMP Date: Dec. 11,2008 BOREHOLE COMPLETION: <br /> Client:City of Tracy Well Installed:2"dia.Sch.40 PVC <br /> Location:99 W 6th Street Total Depth:26.5' Casing Depth:25' <br /> Tracy, CA Screen Length: 15' Slot Size:0.020 <br /> Permit:SJC EHD 55561 Blank Length: 10' Sand Pack:#3 <br /> Water Levels: 'st Enc: 14'@ 13:50 Static:no measurement Top Sand Pack:8' Top Bentonite:6' <br /> _m <br /> Grout Seal:6'to surface Vault Box <br /> Sample PID Blow <br /> P E Depth Well Detail/ <br /> No. /OV Count R Lithology Log Backfill <br /> Asphalt <br /> m ML-Sandy Clayey SILT,brown 10YYR4/3,low plasticity,f.sand 25%, <br /> m massive,soft,damp. <br /> c <br /> L <br /> MW-3 5 <br /> @ 5, 3 push AA 6- <br /> SM-ML-Silty SAND to Sandy SILT, brown 10YR4/3,nonplastic fines up to 50%, <br /> vf.f.sand up to 50%, massive,soft to loose,damp. <br /> MW-3 10 <br /> @ 11.5' 0 2 <br /> SM-Silty SAND,yellowish brown 10YR5/6, nonplastic fines 30%,vf.to f.sand <br /> 70%,massive, loose damp to moist. <br /> v <br /> MW-3 15 <br /> @ 16.5' 0 6 SM-SW-Silty SAND to SAND,yellowish brown 10YR5/6,nonpistic fines up to 20%, <br /> f.to crs.sand 80-90%, massive,loose,saturated;contains thin sandy clay <br /> interbeds at 15-16 feet. <br /> MW-3 20 <br /> @ 21.5' 0 9 SP-SAND, brown 10YR5/3, nonplastic fines<5%,f.to med.sand 95%,loose, <br /> saturated. <br /> MW-3 25 <br /> @ 26.5 0 6 SM-SC-Silty SAND to Clayey SAND,yellowish brown 10YR5/6,slight to no <br /> plasticity,fines 30%,f.to med.sand 70%,loose,very moist to saturated. <br /> Bottom of Boring=26.6 feet <br /> clay plug swabbed into sampler hole. <br /> Reviewed by PG <br />