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I PROJECT NO C81-2320 EI Dorado CLIENT Shell OPUS BORINGIWELL NO MW-11 <br /> LOGGED BY J Pearson LOCATION 2320 North EI Dorado,Stockton,CA PACE I OF 3 <br /> KH� /( DRILLER Gregg DATE DRILLED 1/24/2003 LOCATION MAP 0 MW-1 <br /> I !f\v'it DRILLING METHOD HSA HOLE DIAMETER B" [� <br /> SAMPLING METHOD Split Spoon HOLE DEPTH 505, m <br /> RONMENTAL CASING TYPE PVC WELL DIAMETER 2" o> � m <br /> AGEMENT SLOT SIZE 0 020" WELL DEPTH 50' <br /> INCORPORATED GRAVEL PACK 2-12 CASING STICKUP NIA ° UST <br /> ELEVATION NORTHING FASTING <br /> Adams St <br /> Well CompleaoaStat1C ` u ticCO Sample <br /> Watero a v LITHOLOGY / DFSCRIP'I"ION <br /> Level v © °," $ 2 r° <br /> AL I AF As halt -W thick air knifed to 7' on 1/15103 <br /> CL Gravelly Lean CLAY, brown, 55% cla , moderate plasticity, <br /> I 35% fine to coarse gravel, <10% fine to coarse sand <br /> 2 CL Lean CLAY, brown to gray brown, <15% fine sand, low <br /> plasticity <br /> -a <br /> 3 <br /> c <br /> Y <br /> Q <br /> I 5 <br /> (moderate to high plasticity, <5% sand) i <br /> I 6 <br /> 7 (orange brown) <br /> I <br /> 9 <br /> 12 to medium brown, friable, low plasticity, hard <br /> dry 01 15 11 <br /> 25 <br /> 12 <br /> I 13 <br /> 10 14 ML SILT, medium brown, ve stiff, high plasticity, trace mica <br />' dry 01 11 <br /> 15 'r <br /> 1S ' <br />' 16 <br /> 17 <br /> 1 18 <br /> 10 19 SP Poorly Graded SAND, dark gray with dark orange mottling, <br />' dry 38 20 ve fine grained sand, vn dense <br /> 35 20 <br />' 21 <br /> 22 <br />