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LOCATION MAP PACIFIC ENVIRONMENTAL GROUP, INC. BORING NO. G-9 <br /> 00 PAGE 1 OF 1 <br /> 0o.0 PROJECT NO. 305-135.3A CLIENT: Shell <br /> N LOGGED BY: DA DATE DRILLED: 7-20-94 <br /> ❑ I DRILLER: SHELL LOCATION: 3515 Navy Drive <br /> • DRILLING METHOD: GEOPROBE HOLE DIAMETER: 2" <br /> G-9 SAMPLING METHOD: HOLLOW SHOE HOLE DEPTH: 16' <br /> CASING TYPE: NA WELL DIAMETER: NA <br /> SLOT SIZE: NA WELL DEPTH: NA <br /> NORTHING EASTING ELEVA IONI GRAVEL PACK: NA CASING STICKUP: NA <br /> z < <br /> W O ¢ W <br /> WELL IL <br /> w cr � i2LITHOLOGY / REMARKS <br /> COMPLETION N F 3 W > a <br /> 00 W � WIWi. 0a O <br /> 20 d am 0 � U) <br /> ML SANDY SILT: brown; 25-30%fine to medium sand; <br /> Backfilled Dry 2 10-15%clay; trace fine gravel; roots; no product <br /> With odor. <br /> Cement 4 <br /> CL SILTY CLAY:very dark brown; 15-25%silt; trace fine <br /> Dp 6 to medium sand; blocky;firm; no product odor. <br /> Mst 8 @8':very dark grayish brown with iron oxide stains <br /> Mst 10 along rootholes;wet rootholes; 25-30%silt; 5-10% <br /> fine sand; stiff; no product odor. <br /> Wt 12 SP SAND:dark greenish gray;fine to medium sand; <br /> 5-10%silt; dense; no product odor. <br /> Mst 14 SM SILTY SAND:dark greenish gray; 25-30%silt; fine to <br /> medium sand; medium dense; no product odor. <br /> 16 <br /> 18 BOTTOM OF BORING AT 16' <br /> 20 <br /> 22 <br /> 42628 24--- <br /> 26--- <br /> 28 <br /> 30 <br /> 32 <br /> 34 - <br /> 36 <br /> 38--- <br /> 40--- <br /> 421 <br /> 84042 " <br /> 44 <br />