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SOIL BORING LOG Boring No MW-8 Sheet 'I of 2 <br /> Client Arco Station 2168 Date 8/2/DD <br /> .Address 441 W Charter Way _ _ Drilling Company Woodward Drilling Company ng type BW-81 <br /> Stockton,CA Driller Van Leonard <br /> Project No D000-329-1 Method Hollow Stem Auger hole dam 6_ <br /> Logged By Steve Fischenich <br /> Well Pack sand 13 ft to 30 ft Well Construction casing PVC screen 15'-30' <br /> bent 11 ft to 13 ft casing dram 2' screen slot 0 020' <br /> grout 0 ft to 11 ft Depth to GW Q ft Time/Date v ft Time/Date <br /> Sample Blow Sam ie well Depth Descriptions of Materials PID <br /> Constm LITHO <br /> Type No Count Time Recov ct Scale COLUMN and Condltwns PPM <br /> ASPHALT 0-3' <br /> — t <br /> —2 <br /> 3 <br /> ------ --------- ------------ ------ ---- - — -------------------------------------------------------------------------------------------------- ---- <br /> —4 CL SILTY CLAY,brown moist <br /> 5 <br /> 6 <br /> —9 <br /> --- ------------ ------------ --- <br /> ---- — --------------------------------------------------------------------------------------------------- ------- <br /> 1 D <br /> 1 t <br /> ------ ------------------------- -- <br /> ----- -- ---- -----1 2 -------------------------------------------------------------------------------------------------- --------- <br /> 1 3 <br /> 7 4 <br /> 15 1522 1 5 ML SANDY SILT,brawn,80%fines,20%medium grained sand, hard,moist 0 <br /> 21 _ <br /> 23 1 6 <br /> 1 7 <br /> 1 8 <br /> 7 9 <br /> 20 2 o ML SILT brown with white mottling,low plasticity hard moist 0 <br /> Field Location of Boring Comments Total depth 30 feet bgs #3 sand used for filter pack <br /> /!� Erevirvr�rtrl�nita� <br /> Gansaa�ta�ts, itr>•o_ <br />