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Advanced BORING LOG <br /> ' <br /> GeoEnvironmental Inc.�y BOREHOLE NO MW-9 <br /> F 837 Shaw Road, Stockton, CA 95215 <br /> (209)467-1006 FAX (209)467-1118 TOTAL DEPTH 125 FT, <br /> Project PACIFIC PRIDE- S EL DORADO Drilling Co CASCASE DRILLING <br /> Site Location 3147 S ELDORADO STREET Rig/Auger Type B-9518-INCH H S <br /> ' STOCKTON Logged By T CUELLAR <br /> CALIFORNIA <br /> Reviewed By C LEE <br /> ' Project No AGE-NC-97-0301 <br /> Date(s) Drilled 15 JULY 2003 <br /> Notes Boring terminated at 125 ft, soil samples collected every 4 Water level during drilling <br /> Page 1 of 3 <br /> ' 5 ft,MW-9 completed as multi-Ievel monitoring well �r Water level in completed well <br /> Depth Sample Blows PID Sod USCS Class and Well Well <br /> ' ID (per 6") (ppm) Symbol Soil Description Completion Description <br /> 0 <br /> Wel]cover,water- <br /> tight,locking cap <br /> 5 MW9-5 15/21/29 0 ML Mottled dark brown-pale brown&gray,damp, <br /> ' hard,clayey SILT no visible sand no odor <br /> ' -10 MW9-10 15/23/27 0 ML Brown/gray w/black,moist,hard,clayey SILT no <br /> visible sand,plastic,no odor <br /> ' -15 MW9-15 15/15/20 0 ML Mottled brown/gray w/black frangments,moist, <br /> very stiff,clayey SILT w/sand,80%fines&20%fine s <br /> and,no odor <br /> - <br /> 20— ML Brown w/black fragments and white t moist, <br /> MW9-20 20122!23 0 � ppt, Cement grout seal <br /> hard,SILT w/sand,SO%fines&20%fine sand,no > > I-28 ft <br /> odor <br /> -25— MW9-25 23/24/27 0 ML Mottled brown/gray/green w/black fragments <br /> moist,hard,clayey SILT,less than 5%sand,no odor <br /> ' -30— MW9-30 21/24/26 0 ML Mottled brown/gray/green wlblack frangments and > > Bentonite seal <br /> white ppt,moist,hard,clayey SILT,less than 5%sand, 28-33 ft <br /> no odor <br /> -35— ML Brown/ ale brown,moist,hard,sand clayey MW9-35 25/26/29 0 p Y' yam' � #3 sand 33-47 ft <br /> SILT,60%fines&40%fine sand,no odor <br /> MW9�0 26/26/21 0 ML Brown,moist,hard,SILT wlsand,80%fines& Screened interval <br /> 20%very fine sand,no odor 35-45 ft <br /> 45— MW9 45 27/29/30 0 ---- SM Brown-gray,saturated,dense,SANDw/fines,80% <br /> ' f fine sand&20%fines,no odor <br /> I <br /> -5 0 MW9-50 30/30/31 0 ML Pale gay-blue,very moist,hard,sandy SILT,70% ` Bentonite seal <br /> I ' fines&30%fine sand,no odor 47-63 tY <br />