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M r Advanced BORING LOG <br /> GeoEnvironmental, Inc " I BOREHOLE No . : M 3 <br /> 837 Shaw Road , Stockton , CA 95215 <br /> \' f <br /> (209) 467-1006 FAX: (209) 467-1118 TOTAL DEPTH.; 55 ' <br /> -.- —-. . . . — — <br /> Project: Quick N Save #1 Drilling Co. : Mitchel Environmental <br /> Site Location : 1901 South El Dorado Rig/Auger Type : CME-75 <br /> Stockton, CA Logged By: Donna Sexton <br /> Reviewed By: William R Little <br /> -) Project No. : AGE-NC-99-0654 Date(s) Drilled : 16 March 2004 <br /> Notes: Ground water encountered at 35 feet below surface br'adei Water level during drilling page 1 of 2 <br /> -1 Ground water sampled f'or Tf'H-g, fuel oxys, and BTEX Water level in completed well <br /> Lpth Sample Blows PID Soil USCS Class and Well Well <br /> ID (per 6 ) (ppm) ; Symbol Soil Description Completion Description <br /> 0 _ _...........— _. Water tigin cap <br /> r <br /> ---III, <br /> 5 . MW3-5 NS - NS -: no hand sample _- -- <br /> - 10 <br /> MW3-10 11117127 _ 0 I ML Orange Brown, dry, MU to c sistwcy, low / 2" Casing diameter <br /> I <br /> ptastimty, low toughness, no hyd arbor (HC) odm / � i <br /> i <br /> - 15 MW3-15 X17/43(30 ' 0 Cement grout seal from <br /> n I NII O ange Brown, dry, SILT; low consistency, low <br /> --. . <br /> plasucity, low toughness, HC odor. 0' to 32' bsg <br /> J, <br /> rr <br /> - 8" Boring diameter <br /> -20 MW3-20 &/124(8 0 � MI . Orange Bro n, moist, CLAYEY SILL; to .� % , " g <br /> toughness, low plasticity, low consistency, no HC I I <br /> oda <br /> - 25 <br /> —I MW3-25 11 /19/24 ! 2 gW: Blue Grey, moist, SAND; mednmr grinned, well <br /> 0 . . sorted, HC odor. <br /> l <br /> I <br /> - 30 --- MW3-30 : 10/15/19 , 14 / /Uodoi <br /> ange Brown, HC stained, dry, CLAY, high <br /> 7 ess, moderate plas[iciTy, high consistency, HC <br /> Bentonite seal from 32'to 34' bsg <br />