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; b. <br />` a, <br />Ci <br />Q4 � <br />l i_ <br />I u -s • <br />U <br />z <br />WELL w m <br />COMPLETION E U) <br />N� w� <br />50 <br />� am <br />Z Mst 0 10 <br />-w w <br />w z <br />O <br />Z <br />W <br />m Q Sat 0 7 <br />F- <br />F - <br />ISat I0I< <br />PACIFIC ENVIRONMENTAL GROUP, INC, IWELL NO. U-5 <br />PAGE 1 OF 1 <br />PROJECT NO: 910-017.1A <br />DATE DRILLED: 10-&98 <br />LOGGED BY: M.J.W. <br />DRILLER: WOODWARD <br />LOCATION: 1034 Central Avenue, Tracy <br />DRILLING METHOD. MSA <br />HOLE DIAMETER: 8" <br />SAMPLING METHOD: CONT. <br />CORE <br />HOLE DEPTH: 26' <br />CASING TYPE: SCHED 40 <br />PVC <br />WELL DIAMETER: 2" <br />SLOT SIZE: 0.020" <br />WELL DEPTH: 26' <br />GRAVEL PACK: #3 SAND <br />CASING STICKUP: NA <br />2- <br />4- <br />61 <br />8. <br />10 <br />12 <br />1 <br />Sat 0 12 22- <br />24' <br />X72 26 <br />28 <br />30 <br />34 <br />Ua. <br />CL <br />N <br />UTHOLOGYMEMARKS <br />3PHALT: baserock. fill. <br />kNDY CLAY: medium brown; 60 to 70% fines; 30 to 40% very <br />fine sand; trace gravel; no product odor. <br />as above; medium brown: moderate piastiW,, trace <br />panics; no product odor. <br />SC CLAYEY SAND: medium brown;, 30 to 40% fines; 60 to 70% <br />very fine to fine sand; no product odor. <br />CL SANDY CLAY: 60 to 70% fines; 30 to 40% very fine to fine <br />sand; no product odor. <br />SMSILTY SAND: medium brown; 30 to 40% fines; 60 to 70% very <br />fine to fine sand: no product odor. <br />1': as above; medium brown; no product odor. <br />GP ISANDY GRAVEL: grayish brown; 30 to 40% fine to coarse sant <br />60 to 70% fine to medium gravel; no product odor. <br />BOTTOM OF BORING 26' <br />