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Client:Chevron Environmental Management any Well/Bole:MW-5 <br /> r <br /> Site Location: Borehole Depth: 76' <br /> Chevron Service Station 309075 <br /> 3978 South Highway 99 <br /> Stockton,California <br /> E <br /> n <br /> E n <br /> m E <br /> :3 �' E E <br /> n <br /> E <br /> C S ` N � V Well/Boring <br /> Stratigraphic Description Construction <br /> d o _ <br /> > n n o U c° 2 o <br /> E E p <br /> r <br /> W J M M N O C 0) <br /> W U) to Of m z a Q 0 <br /> Reddish brown SILT(ML),trace fine Sand,moist. <br /> 13 35- 2.5 N/A N/A 0.0 <br /> 37.5 — <br /> Light brown SILT(ML),little fine to coarse Sand,trace mineral deposits,moist. <br /> 37.5- <br /> 14 40 2.5 WA N/A 0.0 <br /> 90 -90 Grades to trace fine Sand at 40'bgs. <br /> V <br /> 15 4z 5 2.5 WA N/A 0.0 <br /> r =_ <br /> Grades with trace Clay at 42.5'bgs. <br /> 16 445 2.5 N/A N/A 0.0 <br /> 95 -95 <br /> Light brown SILT(ML),little fine Sand,trace Clay,moist. <br /> 1� <br /> Benonile cement <br /> 17 4 5 2.5 N/A N/A 0.0 = (1'-60'bgs) <br /> r <br /> 18 450 2.5 N/A N/A 0.0 <br /> v <br /> 50 -50 <br /> Brown fine to coarse SAND(SP),trace Silt,moist. <br /> r <br /> 19 <br /> 52.5 <br /> 02.5 N/A N/A 0.0 <br /> Brown SILT(ML),little fine Sand,trace mineral deposits,moist. <br /> 20 555 2-5 N/A N/A 0.0 —L <br /> r <br /> 55 55 <br /> 55- Brown SILT(SM)and fine to medium Sand,trace mineral deposits,moist. <br /> 21 <br /> 57.5 2.5 N/A N/A O.o <br /> Remarks: bgs=below ground surface;N/A=Not Applicable/Available;AMSL=Above Mean Sea <br /> Level. OD=Outside Diameter.Odorless unless stated otherwise. <br /> ARCADISNorthing/Easting Datum is NAD". <br /> kffr=ructum owemnent fa kbw Elevation Datum is NAVD". <br /> Project Number:B0046012.0001 Template:G:\ENV\CHEVRON\Library\Log Plot\2005 Templates\ age:3 of 4 <br /> Data File:MW-5.dat Date:10/7/2008 B.Wall <br /> r <br />