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SOIL BORING LOG Boring No. _ _B-4IMW-4_ Sheet 1 of 3 <br /> �Ctient Arco 5468 Date 617100 <br /> Address 130_S.Wilson Way Driller Woodward _ tig type:_SK-$1 <br /> Stockton,CA, r Drilling Foreman Van Leonard <br /> Project No. D000-336-1 _ Method Hallow Stern Auger hole diam.: 10" <br /> Cogged BY: Doug Guenther <br /> Well Pack sand: 59 ft. to 32 ft. Well Construction casing: PVC screen: 34'to 5S'h s <br /> bent.: 32 ft, to 30 ft, casing diam.: 4" screen slot: 0.020 <br /> grout: 30 _ft. to 0 ft._ Depth to GW:_Q 40 ft.Time/Date 1050 613100 ft.TimefDate. <br /> Sem JOL, <br /> know sam ie Wr1i, Depth Descriptions of matehats <br /> Constra - LITHO .' <br /> T e ,No- Fount Time Resov:-cL 56ate COLUMN and Conditions' <br /> 2"asphalt <br /> 1 <br /> 10"raad base gravel <br /> —2 SILT/GRAVEL fill <br /> r 4 <br /> 36 6 <br /> --------- --- - -- -- -- -- - - - - -- -- ---------------------------------------------------------------------- --- <br /> S 84-6.5 50 for 5" 915 50 ML 51LT,4rown,stighf plasticity,hard 0 <br /> — 8 <br /> 11 1 1 <br /> S 84-11,5 17 1015 100 _ ML SILT,alive brown,siight plasticity,hard,dry 0 <br /> 25 1 z <br /> 1 3 <br /> 1 4 <br /> 1 5 <br /> S 64-16.6 15 1030 100 _ ML SILT, olive brown.slight plasticity, medium stiff,dry 0 <br /> 1 7 <br /> 1 8 <br /> is <br /> 20 <br /> Field Location of Boring: Comments: <br /> 93 sand used far filter park <br /> Total Depth 60 feet bgs <br /> Delta <br /> ///4k <br /> EnviConsultants, Inc. <br />