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. 1 <br /> IT CORPORATION BORING NO. MW-13 <br /> LOCATION MAP PAGE 1 OF 3 1 <br /> PROJECT NO. 803028 CLIENT: DGS- ESD <br /> LOGGED BY: K.Waldo DATE DRILLED: 9/25/01 <br /> SEE SITE MAP FOR DRILLER: Woodward Drilling LOCATION: STOCKTON 1 <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' 1 <br /> GRAVEL PACK: #3 RMC SAND CASING STICKUP: FLUSH MOUNT J <br /> o� <br /> BOREHOLE <br /> BACKFILL <br /> 5 W a _ _ LIT{10LOGX/REIVI/1FiiCS 1 <br /> 00 o w° w� ° QCC o <br /> Hca a am oLL � " <br /> cu m 1 <br /> 3-inches of asphalt. <br /> 2 <br /> 4 1 <br /> F Dry 65 6 CL SILTY CLAY;brown with beige mottles;dry; 100% <br /> moderately plastic fines; very stiff; no odor. 1 <br /> 8 <br /> L I- <br /> Dry 47 to SILTY CLAY;reddish brown w/black mottles; dry; 100%low 1 <br /> 12 to moderately plastic Fines;moderately stiff; no odor <br /> Lu 14 1 <br /> I v � SIT-TI'CLAY w/Sand;reddish brown w/white mottles <br /> SMst S0 ; <br /> 16 slightly moist; 85 to 90%moderately plastic fines; 10 to 150/1 <br /> fine sand;moderately stiff; no odor. <br /> SMst 25 20 RE ML SILT w/Sand;brown w/black mottles; slightly moist; 80 to <br /> ?' 85%non plastic fines; 15 to 20%poorly graded fine sand; ' <br /> 22 moderately stiff; no odor. <br /> — 24 <br /> Mst 49 26 As Above;moist. ' <br /> 28 <br /> O 'F Mst 36 30 CL SILTY CLAY w/Sand;grayish brown;moist; 85 to 90%low to <br /> z 3.) moderately plastic fines; 10 to 15%fine sand; moderately stiff; <br /> W no odor. ' <br /> U 34 <br /> Mst 24 36 ML CLAYEY SILT; grayish brown; moist; 100%non plastic fines; ' <br /> moderately dense; no odor. <br /> 38 <br /> _ Mst 30 40 ' <br /> CLAYEY SILT;brown; moist; 100%low plasticity fines; <br /> 42 moderately stiff; no odor. <br />