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IT CORPORATION BORING NO.AS-3 <br /> LOCATION MAP PAGE 1 OF 2 <br /> y PROJECT NO. 803026 CLIENT: DGS ' <br /> LOGGED BY: K.Waldo DATE DRILLED: 11/08/00 <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: 55' <br /> CASING TYPE: SCH 40 PVC WELL DIAMETER: 2" <br /> SLOT SIZE: 0.020 WELL DEPTH: 55' t <br /> GRAVEL PACK: #3 RMC SAND CASING STICKUP: FLUSH MOUNT <br /> 00 <br /> BOREHOLE x z w v LITHO LOGYMEMARKS ' <br /> BACKFILL LU <br /> a Z o a w o W O <br /> pp o wJ WW U <br /> U) ' <br /> 2 <br /> 4 ' <br /> Dry 78 6— CL SANDY CLAY; reddish brown (5YR 4/4); dry; 75% <br /> moderately plastic fines; 25% fine to medium sand; very stiff. ' <br /> 8 <br /> SMst 35 10 A SILTY CLAY w Sand; dark brown (7.5YR 4/4); slightly moist; <br /> 80 to 85%non to low plastic fines; 15 to 20%very fine well ' <br /> 12 sorted sand; some black mottles; no odor. <br /> z 14 ' <br /> Z SMst 62 <br /> w <br /> 16 @ 15'As Above with some white mottles- <br /> Lu <br /> U <br /> Q 18 <br /> W <br /> Z <br /> Mst 50 20 ML CLAYEY SILT; brown (IOYR 5/3); moist; 100%non plastic <br /> 22 fines;<5% fine sands; stiff; no odor. ' <br /> 24 SP SAND;brown; moist; 100%poorly graded fine sand. ' <br /> Mst80 26 Sw SAND; variegated;moist; 100% well graded fine to medium <br /> sand. <br /> 28 '30 <br /> VMS 55 SILT w/ Sand; brown;very moist; 85% non plastic fines; 15% <br /> 321 ML very fine sand; odor. ' <br /> 34 <br /> VMSl 80 36 SANDY SILT w/Clay;reddish brown (5YR 4/4);very moist; ' <br /> 80% non plastic fines; 20% well graded fine to medium sand. <br /> 38 <br /> Sat 80 40 ' <br /> L <br /> ?E SM SILTY SAND; reddish brown (lOYR 4/3); saturated; 80% very <br /> 42--- fine to fine well graded sand; 20% non plastic fines. <br /> 1 <br />