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' PROJECT NO C81-2320 EI Dorado CLIENT Shell OPUS BORINGIWELL NO MW-3 <br /> LOGGED BY V Fischer LOCATION 2320 North EI Dorado Stockton,CA PAGE I OF 3 <br /> KHMDRILLER Gregg DATE DRILLED 1123102 LOCATION MAP <br /> DRILLING METHOD HSA HOLE DIAMETER 8" <br />' SAMPLING METHOD Split Spoon HOLE DEPTH 50 5' m a N <br /> ENVIRONMENTAL CASING TYPEPVC WELL DIAMETER 2" v n m <br /> MANAGEMENT SLOT SIZE 0 020" WELL DEPTH 50' w U <br /> INCORPORATED GRAVEL PACK 2-12 CASING STICKUP NIA MW"0 UST <br /> ELEVATION NORTHING EASTING <br /> Adams 5t <br /> Well Completion oa <br /> Static ;? �° Sample <br /> Water o o a u 3 H LM-IOLOGY 1 DESCRIPTION <br /> Level U q ,�, �- a� o <br /> AF Asphalt –3-4"thick (air knifed to 7' on 1115103) <br /> 1 Base rock–8-9"thick, brown, gravel, clay and sand <br />' CL Lean CLAY, brown, <5% sand, moderate to high plasticity, <br /> 2 stiff <br />' Y 3 <br /> ML SILT, orange brown, low to nonplastic, friable <br /> L <br /> Q 4 <br />' S <br /> (^45% clay) <br />' 6- <br /> 78 7- <br /> 8 <br /> 9 <br />' 13 10 <br /> (yellow brown with Mn stains, caliche) <br /> mst 20 28 11 <br />' 50 <br /> 12- <br /> 13- <br /> 9 <br /> 213 9 14 <br />' mst 07 16 SM Silty SAND, brown, trace caliche, root holes <br /> 25 15 <br /> 16 <br /> 17 <br /> I ` <br /> 11 19 SP Poorly Graded SAND, brown with Mn Staines, fine grained <br /> cost 30 15 sand <br /> 28 20 <br /> 21 <br /> 22 <br />