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r y CASSOCIATFS INC. 1117[4m pdm be,si Q mdo,faimi,mi LOG OF WELL MW8 PROJECT JAMAR SERVICE CENTER LOCATION 4075 EAST MAIN STREET, STOCKTON, CA PROJECT NO. 54.26823.0002 COMMENTS: PAGE OF__A_ WELL DEPTH PID SAMPLE ID UTHOLOGIC DETAIL FT. PPM 9LOWCOUNT LOG DESCRIPTION 81.5/85.0-86.5/90.0 ORGANIC SILT (OL): 100% FINES; LOW DRY STRENGTH, 30E LOW TOUGHNESS, NON—LOW PLASTICITY, STIFF; BROWN $6 50/4" OL COLOR, NO CHEMICAL ODOR NOTED; NO ORGANICS, WET, WEAK CEMENTATION; FISSURED 1 88 90 25 ' 18 35 86.5/90.0-94.0 92 50/4 SILTY CLAY (CL): 5% SAND; MEDIUM GRAINED; POORLY CL GRADED; DENSE; 95% FINES; MEDIUM DRY STRENGTH, 50%3 LOW TOUGHNESS, LOW PLASTICITY, MEDIUM STIFF; BROWN ' 94 COLOR, NO CHEMICAL ODOR NOTED; NO ORGANICS, 50 MOIST, WEAK CEMENTATION SANDY SILT (ML); 30% SAND; MEDIUM—FINE GRAINED; ML 94.0-96.0 POORLY GRADED; DENSE; 70% FINES; LOW DRY 96 STRENGTH, LOW TOUGHNESS, NON PLASTIC, MEDIUM ' STIFF; BROWN COLOR, NO CHEMICAL ODOR NOTED; NO ORGANICS, WET, WEAK CEMENTATION 98 1 12 SAND (SW): 95% SAND; COARSE—FINE GRAINED; WELL 15 SW 96.0-142,0 GRADED; DENSE; 5% FINES; NO DRY STRENGTH; BROWN ' O 1 COLOR, NO CHEMICAL ODOR NOTED; NO ORGANICS, WET, 5 50/5. WEAK CEMENTATION O ORGANIC SILT (MH): 10% FINE GRAINED SAND; 907. 50/5.5 FINES; LOW DRY STRENGTH; LOW TOUGHNESS: NON PLASTIC; STIFF; YELLOWISH RED COLOR, NO CHEMICAL MH 102.0-104,0 ODOR NOTED; ORGANICS, WET, WEAK CEMENTATION 0 ' 12 50/4" SM 104.0-106.0 SILTY SAND (SM): 60% SAND; FINE GRAINED; WELL O GRADED; DENSE; 407. FINES; LOW DRY STRENGTH; LOW ' 50/5" TOUGHNESS; NON PLASTIC; STIFF; BROWN COLOR, NO CHEMICAL ODOR NOTED; NO ORGANICS, WET, WEAK O CEMENTATION 35 OL 106.0-110.0 ' 50/5" ORGANIC SILTY CLAY (OL): 100% FINES; MEDIUM DRY STRENGTH; LOW TOUGHNESS; LOW PLASTCITY; STIFF; i YELLOWISH RED COLOR, NO CHEMICAL ODOR NOTED; ORGANICS, WET, WEAK CEMENTATION _412- 414 1 11 11 —120- -12 —424- 12&12 12 1