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SOIL BORING LOG Boring No MW-1C Sheet 1 of 6 <br /> Client Arco Station 2168 Date 7131100 _ <br /> 1&ddress 441 W Charter Way Drilling Company Woodward Dnllm _Company ng type BW-81 <br /> Stockton,CA Driller Van Leonard <br /> Project No D000-329-1 Method Hollow Stem Auger hole dram 0'-85' 16 85'-120 8" <br /> Logged By Steve Fischenich <br /> Well Pack sand 102 ft to 120 ft Well Construction casing _PVC screen 105'-120 tags <br /> bent 45 ft to 102 ft casing diarn 2" screen scot 0 02a' <br /> _grout 0 ft to 45 ft Depth to GW Q ft Time/Date ft -rime/Date <br /> Sample Blow Sam le Well Depth Descriptions or Materials PID <br /> Conti f_ITNO <br /> Typel No I Count Time Recov ct Scale COLUMN and Conditions PPM <br /> ASPHALT 0'-3' <br /> � 1 <br /> --------–__–_–--– - — -- 2 ML SANDY SILT,brown,<15%fine grained sand moist <br /> —3 <br /> —4 <br /> 15 844 5 ML SILT,brown with clay and fine grained sand,hard,moist 0 <br /> – --- ---------------- ------ -------- — ------ ..----------- ---------------- ------- - ------------------- --------- <br /> 20 _ <br /> 25 6 <br /> —7 <br /> —8 <br /> 9 <br /> 24 849 1 0 ML SILT------- - --------------------- <br /> ,brown,hard moist 0 <br /> --- -- ---------- <br /> -------------------------------------------------------- <br /> 50 for 5" <br /> 7 1 <br /> 1 2 <br /> 1 3 <br /> 1 4 <br /> 18 8 53 1 5 ML CLAYEY SILT,brown hard,moist 0 <br /> - --------------Z - -- - --- — ---------------- ----------- --------------------------------------------- ---- <br /> 27 1 6 <br /> 1 7 <br /> 1 B <br /> 1 9 <br /> 18 9_02",______ <br /> 2 4 ML SILT,brovrn,wdh clay and X10%fine grained sand,hard moist 0 <br /> Field Location of Boring Comments Total depth 120 feet bgs 8 5"diameter steel conductor casing <br /> installed from 0-85 feet bgs #3 sand used for filter pack <br />