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LOCATION MAP PACIFIC ENVIRONMENTAL GROUP, INC. BORING NO. G-1 <br /> 00 PAGE 1 OF 1 <br /> PROJECT NO. 305-135.3A CLIENT: Shell <br /> G-1 N LOGGED BY: DA DATE DRILLED: 7-19-94 <br /> ❑ o I DRILLER: SHELL LOCATION: 3515 Navy Drive <br /> o DRILLING METHOD: GEOPROBE HOLE DIAMETER: 2" <br /> SAMPLING METHOD: HOLLOW SHOE HOLE DEPTH: 25' <br /> CASING TYPE: NA WELL DIAMETER: NA <br /> SLOT SIZE: NA WELL DEPTH: NA <br /> NORTHING EASTING ELEVATION GRAVEL PACK: NA CASING STICKUP: NA <br /> z < <br /> w ° w <br /> WELL w aj = F w a LITHOLOGY / REMARKS <br /> COMPLETION rn tL 3 a w > a <br /> OO 0 W � wW � � Cr <br /> mo D., a �? DLL ah G O <br /> i• SP GRAVELLY SAND- FILL: dark brown. <br /> Dry 2 SP SAND: dark brown; fine sand; 5-10%silt; trace fine <br /> Backfilled gravel; coarse sand; medium dense; no product odor. <br /> With 39 4 <br /> Cement Dp 6 CL SILTY CLAY: dark gray; 20-25%silt; 5-10%fine sand; <br /> stiff;faint to moderate product odor. <br /> 8 <br /> Mst 239 SW SAND: light yellowish brown; well graded; trace fine <br /> 10 CL gravel; dense; moderate product odor. <br /> Mst 12 SILTY CLAY: dark gray; organic matter; wet rootholes; <br /> 20-25% silt;trace fine sand; stiff; moderate product odor. <br /> 14 CL CLAY: dark yellowish brown with gray staining along wet <br /> Mst 3 rootholes;trace fine sand; 10-15%silt; stiff; no to faint <br /> 16 product odor. <br /> @16': stiff; no product odor. <br /> 18 <br /> CL CLAY: dark greenish gray; 20-30%silt; 5-10%fine sand; <br /> 20 very stiff; no product odor. <br /> Dry 50 <br /> 22 <br /> 24 <br /> 28 BOTTOM OF BORING AT 25' <br /> 28-- <br /> 30-- <br /> 32-- <br /> 34 <br /> 8303234 <br /> 36 <br /> 38 <br /> 40--- <br /> 42 <br /> 44 <br />