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' Project Three B's Truck Plaza Project No AGE-NC-96-0249 BORING NO <br /> Site Address 14749 Thomton Road Total Depth 25ft MW-5 <br />' Lodi, California Date 30 March 1999 <br /> Drilling Co Central Valley Drilling Logged by T Cuellar Page 1 of 1 <br /> Drill Rag Type B-5318-inch hollow stem augers Reviewed by N Henderson <br /> v <br /> ¢�aa , °Go��� �`'G��a�S Vf°� �� Lithologic Descnption <br /> I <br />' – Dark brown moist dense siltyfine SAND <br /> I , , <br /> MW5-5 3 28-21-19 SM About 60%sand and 40%fines,no hydrocarbon(HC)odor <br />' Dark brown,moist,medium dense to dense, silty fine SAND <br /> 10— MW5-10 0 7-15-19 SM 60%sand and 40%fines, no HC odor <br />' Dark brown saturated med dense poorly sorted silty fine <br /> , >P Y , h' <br />' MW5-15 0 8-11-13 SP • SAND About 95%sand and 5%fines, no HC odor <br /> I Brown,damp,very stiff to hard, SILT About 60%fines and j <br /> 20— MW5-20 0 9-13-18 ML I 40% sand, no HC odor <br /> Brown, saturated,med dense to dense, silty fine SAND About <br /> – MW5-25 0 11-16-31 SM60%sand and 40%fines, no HC odor <br /> Boring MW-5 terminated at 25 feet below surface grade <br /> – MW-5 completed as a ground water monitoring well utilizing <br /> 2-inch diameter, schedule 40 PVC well casing <br /> 30— <br /> IAS-BUILT CONSTRUCTION DETAIL$' MW- <br /> Screen Interval 5 to 25 feet bsg <br /> Blank Interval 0 5 to 5 feet bsg <br /> – Sand Interval 3 to 25 feet bsg <br /> Bentonite Inverval 1 to 3 feet bsg <br /> Grout Interval 0 5 to 1 foot bsg <br /> I <br /> 40— <br /> Advanced <br /> I <br /> GeoEnviron mental, Inc. <br /> L WMIPR6580RING-117MREE8^1538SMW5 SAM 0512W99@ 934 AM <br />