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i <br /> Advanced BORING LOG <br /> GeoEnvironmental, Inc. BOREHOLE NO MW-19 <br /> Y' 837 Shaw Road, Stockton, CA 95215 <br /> (zos)467-1006 FAX (209)467-1118 TOTAL DEPTH 101 FT. <br /> Project PACIFIC CAR WASH Date(s) Drilled October 22, 2003 <br /> Project No AGF-NC-96-0229 Page 2 of 2 <br /> I <br /> EthSample Blows PID Soil USCS Class and Well Well <br /> ID ({ger 6"} (ppm) Symbol Sod Description Completion Description <br /> Bentonite seat <br /> I 56 to 60 5 feet <br /> -60 MW19-60 13/15/18 0 <br /> SP Dark brown,satuated,medium dense,tine gram No 3 sand filter pack <br /> SAND less than 5%fines,unconsolidated,no odor 60 5 to 68 feet <br />' Screen interval <br /> -65 62 to 67 feet <br /> MW19-65 15/18/23 0 ML Mottled gray/brown w/black fragments,damp, <br /> very stiff, SILT w/fine sand,80%fines/20%sand,well <br />' <br /> -70 compacted,no odor <br /> MW19-70 28/21/25 0 <br /> SP Pale brown,saturated,dense,fine gram SAND,no <br /> fines,unconsolidated,no odor Bentonite seal <br />' -- 68 to 78 feet <br /> -75 M W 19-75 21120121 0 ____ <br /> MLSM Brown,saturated,hard,tine sandy SILT,50% <br /> fines/50%sand,murky,no odor <br /> No 3 sand filter pack <br /> MW19-80 22/22/24 0 NO SAMPLE no soil recovery 78 to 85 feetScreen interval <br /> 79 to 84 feet <br />' -$5 <br /> MW19-85 23/25/20 0Ell ML Mottled gray/brown w/black fragments,moist, <br />' hard,SILT,no sand,compacted,no odor <br /> Bentonite seal <br /> -90 85 to 93 feet <br /> MW19-90 25/27/29 0 SM Brown,saturated dense,silty,fine SAND,70% <br /> sand/30%fines,murky,no odor <br />' No 3 sand filter pack <br /> -95— 93 to 101 feet <br /> MW19-95 28/24/26 0 ML Brown,damp,tight,clayey SILT,no sand, <br /> compacted,no odor Screen interval <br />' 95 to 100 feet <br /> -100- MW 19-100 15/I9/21 0 Bottom well plug <br /> ML Brown,damp,tight,clayey SILT,no sand, p g <br /> compacted,no odor 100 feet <br /> 1 <br />