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a-`-------------E PACIFIC ENVIRONMENTAL GROUP, INC. WELL MW-3 <br /> 1l o I PAGE 1 OF 1 <br /> I o ` PROJECT NO 911-007 1B CLIENT TOSCO <br /> t <br /> -------- LOGGED BY Dennis M Jones DATE DRILLED 8-20-98 <br /> I -- J t <br /> t STITIDN ---- DRILLER Woodward Drilling LOCATION 1700 East Yosemite Avenue <br /> 1 <br /> DRILLING METHOD HSA HOLE DIAMETER 8" <br /> I Di Mw 3 l SAMPLING METHOD CALMOD HOLE DEPTH 28 <br /> I — CASING TYPE Sch 40 PVC WELL DIAMETER 2" <br /> `-—--------------- — i SLOT SIZE 0 02" WELL DEPTH 28 <br /> GRAVEL PACK #3'Sand CASING STICKUP NA <br /> LU -- > w <br /> COMPLETION ELL � w a } z " } LITHO LOGYIREMARKS <br /> 00 0 z i LLI <br /> � w (DM c o <br /> am a � � � <br /> 2 - 3" Asphalt <br /> ~ 2 <br /> C'3 4 <br /> 0 — <br /> Dp 0 17 6-- <br /> SM SILTLY SAND, yellowish brown, trace clay, 10-15% sift, fine <br /> sand, medium dense, no product odor <br /> 8 <br /> Z <br /> O <br /> z MOW0 21 10 SP SAND, light gray, trace clay, trace silt, fine to medium sand, <br /> 12 medium dense, no product odor <br /> m <br /> 14 <br /> 5P @ 15', as above, dense, no product odor <br /> Wt 0 50 16 <br /> 18 <br /> wt/sat p 63 20 SP @ 20', as above, fine to coarse sand, trace pea gravel, no <br /> product odor <br /> 22- <br /> 24— <br /> Wt <br /> 224Wt 0 63 26 <br /> SM SANDY SILT, yellowish brown, low plasticity, trace clay, <br /> Wt 0 63 28- 10-15% fine sand, hard, no product odor <br /> 30--- <br /> 32--- <br /> 34--- <br /> 36--- <br /> 36--- <br /> 40--- <br /> 42--- <br /> 44— <br /> 032343638404244 BOTTOM OF BORING AT 28' <br />