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LOCATION MAP IT CORPORATION BORING NO. MW-2 <br /> PAGE 1 OF 2 <br /> PROJECT NO. 9111-011.113 CLIENT: Tosco Station #4409 <br /> LOGGED BY: K. Waldo DATE DRILLED: 10/10/99 <br /> SEE SITE MAP FOR DRILLER: Woodward Drilling LOCATION: Stockton <br /> LOCATION DRILLING METHOD: B57 HSA HOLE DIAMETER: 8" <br /> SAMPLING METHOD: CAL MOD HOLE DEPTH: 45' <br /> CASING TYPE: SCH 40 PVC WELL DIAMETER: 2" <br /> SLOT SIZE: 0.020 WELL DEPTH: 45' <br /> GRAVEL PACK: 2112 RMC SAND CASING STICKUP: FLUSH MOUNT <br /> LU 00 ; <br /> BOREHOLE F r o Uj U a. <br /> 0 w a it _ LITHO LOGYIREMARKS <br /> BACKFILL SU a 3: W w <br /> Z zo o <br /> OwCL <br /> ag <br /> O6 <br /> iz 0 C7 cn <br /> Asphalt with base rock— 8" <br /> 4 <br /> Dry 88 9 CLAYEY SILT; reddish brown; dry; 80% fines; 20% clay; low <br /> 6 ML to moderately plastic; no odors. <br /> 8 <br /> Dry 111 to <br /> SILTY CLAY; light brown; dry; 75% clay; 25% fines; friable; <br /> z 12 cemented; no odors. <br /> W <br /> W 14 <br /> Dry U <br /> Z 70 16 @15'As Above;reddish brown. <br /> CrH- <br /> z <br /> Lu—m 18 oo GP GRAVEL; variegated; <5% fines; 1' diameter gravel; <br /> o rounded; well sorted. <br /> Dry 74 20 SP SILTY SAND; light reddish brown; dry; 90 to 95%fine sand; 5 <br /> 22 to 10% fines; densely packed; well sorted. <br /> 24 <br /> Mst 51 <br /> 26 SW SAND w/GRAVEL; variegated; slightly moist; fine to medium <br /> 3•`S•S;t <br /> Stx,•]r�yft <br /> 28 sand; poorly sorted; 112 rounded gravel. <br /> Q Mst 30 30 ML CLAYEY SILT; reddish brown; moist; 80% fines; 20%clay; <br /> 32 low to moderately plastic; no odors. <br /> 34 <br /> ❑ CLAYEY SILT;brown; moist; 85 to 90% fines; 10 to 15% <br /> Q Mst 26 36 clay; low plasticity; some white veins and mottles; no odors. <br /> U) <br /> r 38 <br /> Sat 30 40 @40' As Above; reddish brown; saturated; black mottling. <br /> 42 <br /> 44 <br />