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IT CORPORATION TBORING NO. MW-9 <br /> LOCATION MAP PAGE 1 OF 3 <br /> PROJECT NO. 803026 CLIENT: DGS-RESD ' <br /> LOGGED BY: K.Waldo DATE DRILLED: 9/26/01 <br /> SEE SITE MAP FOR DRILLER: Woodward Drilling LOCATION: STOCKTON ' <br /> LOCATION DRILLING METHOD: BK-81 HSA HOLE DIAMETER: 8" <br /> SAMPLING METHOD: CAL MOD HOLE DEPTH: 120' <br /> CASING TYPE: SCH 40 PVC WELL DIAMETER:2" <br /> SLOT SIZE:0.020 WELL DEPTH: 120' ' <br /> GRAVEL PACK: #3 RMC SAND CASING STICKUP: FLUSH MOUNT <br /> 00 <br /> BOREHOLE Dz E ¢° > w LITHOLOGYMEMARKS ' <br /> BACKFILL F g r,� F � ul - J <br /> pp o �� Ww d °' cc O <br /> U a a m s <br /> 3-inches of asphalt <br /> 7 <br /> — 2 <br /> 4 <br /> Mst 27 —Or6 d SILTY CLAY; dark brown with black mottles and reddish <br /> CL <br /> roots; moist; 100% plastic fines; stiff;no odor. , <br /> — g <br /> I— <br /> SMst 40 10 SILTY CLAY w/Cemented Sand;brown with some black <br /> c7 mottles; slightly moist; 70 to 75% moderately plastic fines; 25 ' <br /> z 12 to 30%cemented fine sand in veins;stiff;no odor. <br /> w <br /> � 14 <br /> LU t— v Mst 29 <br /> — 16 ML 30% <br /> w/Sand;brown; moist;70 to 75%non plastic fines;25 to <br /> 30% fine sand in veins;moderately stiff; no odor. <br /> I— 18 <br /> I— Mst 72 20 SILT w/Sand;brown with some black mottles;moist; 85 to ' <br /> 22 90%non plastic fines; 10 to 15%fine sand;no odor. ' <br /> 24 <br /> Mst <br /> st 65 6 'Wgy <br /> 2 ?_ SSV SAND; variegated w/reddish brown and grays; moist; 100% <br /> well graded fine to medium sand <br /> F - 28 s;zs <br /> m CLAYEY SILT w/Sand;brown with white mottles;moist; 90 ' <br /> IL <br /> 3 to 95%moderately plastic fines;5 to 10%fine sand;no odor. <br /> Sat 22 <br /> zSAND; variegated; saturated; 100%well graded medium to <br /> LU 3 5`R SW course sand;moderately dense;no odor. <br /> LU <br /> U 34 <br /> _ n SANDY SILT w/Veins of Cemented Sand;Sandy Silt:brown; <br /> Sat 32 <br /> 36 saturated;soft;60 to 65%non plastic fines;35 to 40%fine well ' <br /> sorted sand; Contented Sand: gray,dense;fine to medium well <br /> 38 y graded sand. <br /> Ii <br /> 43 <br /> 40 ' <br /> I_ <br /> VMsl ML CLAYEY SILT;reddish brown w/black and white mottles; <br /> 42 very moist; 100%low plastic fines;moderately stiff; no odor. <br /> 1 <br />