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AMk <br /> • LOCATION MAP ACIFIC ENVIRONMENTAL GROI INC. WELL NO. MW-28 <br /> PAGE 1 OF 1 <br /> 00 o PROJECTNO. 305-135.1D CLIENT: SHELL <br /> ° N LOGGED BY: MOTO DATE DRILLED: 7-13-95 <br /> 1 DRILLER: TURNER LOCATION: 3515 Navy Drive <br /> DRILLING METHOD: HSA HOLE DIAMETER: 10" <br /> SAMPLING METHOD: CALMOD HOLE DEPTH: 25' <br /> CASING TYPE: SCH 40 PVC WELL DIAMETER: 3" <br /> MW-28 SLOT SIZE: 0.020" WELL DEPTH: 25' <br /> GRAVEL PACK: #3 SAND CASING STICKUP: NA <br /> Z <br /> Lu `> <br /> Cr Lu <br /> WELL w x _ _ LITHOLOGY/ REMARKS <br /> COMPLETION v z w 3 a w ouj <br /> Z UJ d d <br /> X00 CL a °?✓ OLL em C7 Cn <br /> O <br /> ASPHALT 3"; ROADBASE 9" <br /> 2 SM SILTY SAND: light yellowish brown; 40%fines; 60% <br /> fine sand; micaceous; firm; no product odor. <br /> -72 <br /> 4 CL CLAY: very dark gray; moderate plasticity; 95% clay;2 T <br /> Mst- 5% fine sand; brown vertically oriented 1/4" diameter <br /> Wt 0 5 6 organic matter; faint hydrogen sulfide odor; firm; no <br /> O product odor. <br /> 8 <br /> W <br /> F- <br /> Wt 0 19 10 @10': dark bluish gray; low plasticity; olive mottling <br /> common; brown organic matter common; very stiff; <br /> w 12 no product odor. <br /> m <br /> z 14 <br /> U 0 35 16 @15': caliche nodules common; no mottling or <br /> organic matter; very stiff; no product odor. <br /> 18 <br /> 20 SM SILTY SAND: dark greenish gray; 40%fines; 60%fine <br /> Wt 0 30 sand; micaceous; medium dense; no product odor. <br /> 22 @22': 20%fines; 75%fine sand; 5% rounded quartz <br /> 26 pebbles to 1/4" diameter; micaceous; medium dense; <br /> 24 SP no product odor. <br /> Wt 0 16 CL SAND: dark greenish gray; 10%fines; 90%fine <br /> 26 sand; micaceous; medium dense; no product door. <br /> SANDY CLAY: dark greenish gray; low plasticity; 80% <br /> 28 fines; fines; 20%fine sand; stiff; no product odor. <br /> 30 <br /> BOTTOM OF BORING AT 25' <br /> 32 <br /> 34--- <br /> 36— <br /> 38--- <br /> 40--- <br /> 42--- <br /> 44 <br />