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' AXASSOUATES M. 1117 to Palm Ave,Sud Q Vode.,lo,Ca5fomia,Ml LOG OF WELL MW8 PROJECT JAMAR SERVICE CENTER LOCATION 4075 EAST MAIN STREET, STOCKTON. CA PROJECT N0. 54.26823.0002 COMMENTS: PAGE i OF-1— WELL DEPTH PID SAMPLE ID LITHOLOGIC DESCRIPTION DETAIL FT, PPM BLOWCOUNT LOG ' 4020 5 50/5" ML INORGANIC SILT (ML): 100% FINES; MEDIUM DRY STRENGTH; MEDIUM TOUGHNESS, NON PLASTIC; STIFF; 42 BROWN COLOR, NO CHEMICAL ODOR NOTED; NO ORGANICS, DRY, WEAK CEMENTATION 44 18 46 6 24 41.0/45.0-61.0/65.0 INORGANIC CLAY (MH): 100% FINES; LOW DRY STRENGTH; 35 LOW TOUGHNESS, LOW PLASTICITY; MEDIUM STIFF; YELLOWISH RED COLOR, NO CHEMICAL ODOR NOTED; NO ORGANICS, DRY, WEAK CEMENTATION 48 ' 50 27 ORGANIC SILTMH : 100% FINES; LOW R STRENGTH; 1 50/5" LOW TOUGHNESS, NON PLASTIC VERY STIFF: YELLOWISH ' RED COLOR, NO CHEMICAL ODOR NOTED; ORGANICS, DRY, 52 WEAK CEMENTATION ' S4 50/5.5" MH ORGANIC SILT (MH): 100% FINES; LOW DRY STRENGTH; 56 1248 LOW TOUGHNESS, NON PLASTIC; STIFF; YELLOWISH RED COLOR, NO CHEMICAL ODOR NOTED; ORGANICS, DRY, WEAK CEMENTATION 58 ' 60 259 25 ORGANIC SILT (MH): 100% FINES; LOW DRY STRENGTH; 50/5.5" LOW TOUGHNESS, NON PLASTIC; STIFF; YELLOWISH RED 62 COLOR, NO CHEMICAL ODOR NOTED; ORGANICS, DRY, WEAK CEMENTATION /-64- 38 438 25 ML 61.0/65.0-66.0/70.0 INORGANIC SILT (ML): 20% FINE GRAINED SAND; POORLY ' 66 50/5.5' GRADED; 80% FINES; LOW DRY STRENGTH; LOW TOUGHNESS, NON PLASTIC; STIFF; YELLOWISH RED COLOR, NO CHEMICAL ODOR NOTED; NO ORGANICS, WET, WEAK 68 CEMENTATION; FISSURED 70 25 7 50/5" SM 66.0/70.0-71.0/75.OSILTY SAND (SM): 60% FINE GRAINED SAND; POORLY GRADED; VERY DENSE; 40% FINES; LOW DRY STRENGTH; 72 LOW TOUGHNESS, NON PLASTIC; BROWN COLOR, NO CHEMICAL ODOR NOTED; NO ORGANICS, WET, WEAK CEMENTATION /-74- 4 --- --= --= _=- ::_— .._