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t WELL LOG WELL N0. EW--2 <br /> PROJECT NAME 151 SOUTH MAIN STREET GROUNDWATER DEPTH (initial) 18.10 FT. <br /> PROJECT LOCATION MANTECA. CALIFORNIA GROUNDWATER DEPTH (static) <br /> TOTAL DEPTH 30 FT. <br /> FIELD DATE 10/A/9T DRILL METHOD HOLLOW STEM AUGER COMPLETED DEPTH 30 FT. <br /> DRILLER Exploration Geo BORE DIAMETER 12 INCHES SURFACE ELEVATION <br /> LOGGER RICHARD CARLOW CASING DIAMETER 4.5 INCHES WELL ELEVATION <br /> LITHOLOGY } F w w W w W WELL <br /> i W Qo CONSTRUCTION <br /> Cr 0 U) N C'w o DIAGRAM <br /> O] <br /> I <br /> CD <br /> i <br /> 0 <br /> 3" Asphalt,11"Baserock SP <br /> a <br /> SAND (SP) Sand, dark brown,trace of clay, 3 <br /> fine grained sand,moist � <br /> U <br /> CL <br /> Lu <br /> SP <br /> 6 N <br /> V t <br /> W <br /> SAND (SPY Sand, light brown, trace of clay, — <br /> m <br /> ' fine grained sand,moist _ Lu <br /> _ o <br /> 12 — <br /> z <br /> W <br /> . — m <br /> ' CL > _ <br /> CLAY (CL) Sandy clay, light brown,15%- 15 - <br /> 30% <br /> J 30% fine grained sand, moist <br /> N <br /> SP O _ <br /> 100 15 � <br /> SAND (SPY Sand, light brown, trace of clay, o _ <br /> fine grained sand, very moist to wet CL <br /> z <br /> ' 24 N <br /> 1 <br /> 1 <br /> _ <br /> ' <br /> CLAY (CL) Sandy clay, light brown, 30% - <br /> 24 <br /> 40%fine grained sand moderate plasticity, <br /> very moist to wet <br /> 27 <br /> 1 <br /> J� <br /> lV <br /> 30 <br /> TOTAL DEPTH 30 FEET <br /> ON-SITE PROJECT NUMBER 701-1.2 <br /> ' TECHNOLOGIES PAGE 1 OF 1 <br />