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PwE:L L L 0 G WELL N0. EW-2 <br />' PROJECT NAME 151 SOUTH MAIN STREET GROUNDWATER DEPTH (+rntial)-'18A0 FT. <br /> PROJECT LOCATION MANTECA,CALIFORNIA GROUNDWATER DEPTH (static) <br /> TOTAL. DEPTH 30 FT. <br /> FIELD DATE 101919T DRILL METHOO HOLLOW STEM AUGER COMPLETED DEPTH 30 FT. <br /> DRILLER Exploration Geo BORE DIAMETER 12 INCHES SURFACE ELEVATION <br />' LOGGER RICHARD GARLOW CASING DIAMETER 4.5 INCHES WELL ELEVATION <br /> LITHOLOGY r J UP z u w WELL <br /> w g i Cc N CONSTRUCTION <br /> a io CL <br /> N N W c DIAGRAM <br /> W -� <br /> m <br /> o <br /> 3" Asphalt,8" Baserock SP T <br /> J <br /> • a <br /> ' - <br /> SAND (SP) Sand, dark brown, trace of clay, 3 <br /> fine grained sand, moist c3 w <br /> d z <br /> Y I U <br /> SP z <br /> .!,• <br /> 'j 6 <br /> m <br /> N <br /> JC <br /> SAND (SP) Sand, light brown, trace of clay, ups <br /> fine grained sand,moist = F <br /> . m <br /> CL C <br /> CLAY (CL) Sandy clay, light brown, 15% - d <br /> 30% fine grained sand, moist a <br /> N <br /> SP a — <br /> O <br /> ' SAND (SP) Sand, light brown, trace of clay, 100 15 0 = <br /> fine grained sand,very moist to wet �$ Y z <br /> CL , <br /> W <br /> W <br /> d <br /> y _ O <br /> U z <br /> 21 N - <br /> 24 <br /> CLAY (CL) Sandy clay, light hrown, 30%- <br /> 40% fine grained sand, moderate plasticity, <br /> ' very moist to wet <br /> - 27 - z <br /> m <br /> ' N <br /> 30 � <br /> TOTAL DEPTW 30 FEET <br /> JON-SITE PROJECT -NUMBER 701-1.2 <br /> TECHNOLOGIES PAGE t OF 1 <br />