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LOCATION MAP IT CORPORATION T BORING NO. MW-11 <br /> ' PAGE i OF 3 <br /> PROJECT NO. 803026 CLIENT: DGS-RESD <br /> LOGGED BY: K.Waldo DATE DRILLED: 9124/01 <br /> ' SEE SITE MAP FOR DRILLER: Woodward Drilling LOCATION: STOCKTON <br /> LOCATION DRILLING METHOD: BK-91 HSA HOLE DIAMETER: 8" <br /> SAMPLING,METHOD: CAL MOD HOLE DEPTH: 116' <br /> ' CASING TYPE: SCH 40 PVC WELL DIAMETER:T <br /> SLOT SIZE:0.020 W ELL DEPTH: 115' <br /> GRAVEL PACK: #3 RMC SAND CASING STICKUP: FLUSH MOUNT <br /> BOREHOLE a <br /> BACKFILL w a _ LITHOLOGY/REMARKS <br /> a E w a <br /> 0 zp p z o W W o 6 T O <br /> ' � U a a°3 0� ¢ C7 co <br /> 3-inches of asphalt. <br /> 2 <br /> 7 <br /> ' SMst 16 <br /> 6 CL <br /> CLAY; very dark brown; slightly moist; 100% plastic fines; <br /> — - <br /> stiff; no odor. <br /> 8 <br /> F <br /> ' — O SMst 21 10 ML CLAYEY SILT; brown with white mottles; slightly moist; 90 to <br /> 95%low plastic fines; 5 to 10%fine sand; slightly stiff; no <br /> F 12 <br /> z odor. <br /> w <br /> v SMst 75 <br /> 16 CLAYEY SU-T;brown with black mottles; slightly moist; <br /> 100%low plastic fines; stiff;no odor. <br /> SMst 72 20 CLAYEY SLIT;brown with black mottles; slightly moist; 90 to <br /> 95% low plasticity fines; 5 to 10% fine sand; moderately stiff; <br /> 22 no odor. <br /> 24 <br /> Mst 14 26 CL CLAY w/veins of very stiff sandy silt;brown; moist; <br /> moderately plastic; soft; no odor. <br /> —0 28 <br /> p <br /> °- 30 <br /> Mst 32 <br /> z SILTY CLAY;brown with white and black mottles;moist- <br /> LU <br /> oist <br /> ' —w 32 100%moderately plastic fines;moderately stiff;no odor. <br /> U 34 <br /> ' Mst 21 36 ML <br /> CLAYEY SILT;brown with white and black mottles;moist; i <br /> 100%non plastic fines; small veins of cemented fines; no odor. <br /> 38 <br /> ' — VMst 31 40 <br /> SANDY SLIT;brown; very moist;75 to 80% non plastic fines; <br /> 42 20 to 25%poorly graded fine sand; soft;no odor. <br />