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LOCATION MAPPACIFIC ENVIRONMENTAL GROUP, INC. BORING NO. G-11 <br /> 00 PAGE 1 OF 1 <br /> 0000.0 PROJECT NO. 305-135.3A CLIENT: Shell <br /> G-11 N LOGGED BY: DA DATE DRILLED: 7-18-94 <br /> ❑ IDRILLER: SHELL LOCATION: 3515 Navy Drive <br /> DRILLING METHOD: GEOPROBE HOLE DIAMETER: 2" <br /> SAMPLING METHOD: Continuous Core HOLE DEPTH: 29' <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 J <br /> Q <br /> w <br /> WELL F w = LITHOLOGY / REMARKS <br /> COMPLETION U F3 B as <br /> 00 0 zo ww vs [[ J <br /> � U a am 0 U. ay (7 <br /> Dry SW GRAVELLY SAND: dark brown;fine to coarse sand; <br /> Dp 2 SP 15-20%subangular fine to medium gravel;trace <br /> Backfilled 0 fines; no product odor. <br /> With Dp 4 C SAND:dark yellowish brown;fine to medium sand; <br /> Cement Dp trace fine gravel; 10-15%silt; dense;trace roots; no <br /> 6 product odor. <br /> Mst SP SANDY CLAY:dark brown; low plasticity; 25-30%fine <br /> Mst- 8 sand; dry rootholes with iron oxide staining;stiff; no <br /> Wt product odor. <br /> 10 CL SAND: light yellowish brown;fine to medium sand; <br /> Mst trace coarse sand; 5-10%silt. <br /> 12 SILTY CLAY:black; high plasticity;20-25%silt;trace <br /> 0 fine sand; moist to wet rootholes; stiff; no product <br /> Mst 14 odor. <br /> Wt- 0 @11': dark grayish brown; moderate plasticity;trace fine <br /> 16 sand; 20-25%silt; stiff; no product odor. <br /> Sat @15': saturated rootholes. <br /> Mst 18 ML SILT: dark gray; high plasticity;trace very fine sand; <br /> Wt saturated; soft; no product odor. <br /> Mst 0 20 ML CLAYEY SILT: brown with iron oxide staining along <br /> weak bedding; 15-25%clay;trace fine sand; no product <br /> 22 SM <br /> Sat 0 odor. <br /> Sat 0 24 CL SILTY SAND:dark brown; 10-15%silt; fine to medium <br /> Sat 0 : SP sand; no product odor. <br /> 0 26 CLAY: black to dark gray; high plasticity;soft; no <br /> product odor. . <br /> Mst 0 28 ML GRAVELLY SAND: dark gray;fine grained sand; <br /> DP 10-15%fine to medium subangular gravel; 5-10%silt; <br /> 30 dense; no product odor. <br /> SANDY SILT: dark olive gray; low plasticity; 25-30% <br /> 32 fine sand;trace coarse sand; hydrogen sulfide odor; <br /> no product odor. <br /> 34 BOTTOM OF BORING AT 29' <br /> 36 <br /> 38 <br /> 40--- <br /> 42--- <br /> 11 <br /> 44TH <br />