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1 <br /> AWCASSOCIATES INC. LOG OF WELL Mwsc <br /> 1117 bw pdn he.,Sul k web,Cdf*u1 <br /> PROJECT JAMAR SERVICE CENTER LOCATION 4075 EAST MAIN STREET, STOCKTON, CA PROJECT N0, 54.26823.0002 <br /> COMMENTS: PAGE 3 OF 3_ <br /> WELL DEPTH PIQ E LITHOLOGIC DESCRIPTION <br /> DETAIL FT. PPM BLOWCOUNT LOG <br /> ' 40 L SILTY CLAY (CL): 100% FINES; MEDIUM DRY STRENGTH; <br /> 81.5/84-85.5/90 LOW TOUGHNESS; NON PLASTIC; STIFF; BROWN COLOR, <br /> 86 CL NO CHEMICAL ODOR NOTED, NO ORGANICS, WET, WEAK <br /> CEMENTATION <br /> ' 88 <br /> 90 SANDY SILT (ML): 20% MEDIUM GRAINED SAND; 80% <br /> 25 ML' 85.5/90-91/92 FINES; MEDIUM DRY STRENGTH; LOW TOUGHNESS; NON PLASTIC; STIFF; BROWN COLOR, NO CHEMICAL ODOR <br /> 92NOTED, NO ORGANICS, WET, WEAK CEMENTATION <br /> 50/5 CL <br /> SANDY CLAY (CL): 40% FINE GRAINED SAND; 60% FINES; <br /> 94 91/92-94.5/96 HIGH DRY STRENGTH; MEDIUM TOUGHNESS; LOW <br /> 50/5.5" PLASTICITY; VERY STIFF; BROWN COLOR, NO CHEMICAL <br /> ODOR NOTED, NO ORGANICS, WET, WEAK CEMENTATION <br /> 96 ORGANIC CLAY (OL): 5-40% FINE-VERY FINE GRAINED <br /> ' <br /> OL SAND; 60-95% FINES; LOW DRY STRENGTH; LOW 94.5/96-98.5 TOUGHNESS; LOW PLASITICY; MEDIUM STIFF; BROWN <br /> 98 50/5.5 COLOR, NO CHEMICAL ODOR NOTED, ORGANICS, WET, <br /> WEAK CEMENTATION <br /> ' 10 207 <br /> 50/5'L ML <br /> 0 207INORGANIC SILT (ML): 100% FINES; MEDIUM DRY <br /> 0 <br /> STRENGTH; LOW-MEDIUM TOUGHNESS; NON PLASTIC; <br /> 50VERY STIFF; BROWN COLOR, NO CHEMICAL ODOR NOTED, <br /> 0 NO ORGANICS, WET, WEAK CEMENTATION Or,-18 <br /> O 12 SAND (SP): 80% FINE GRAINED SAND; POORLY GRADED; <br /> �.` 15 SP 108-110 20% FINES; LOW DRY STRENGTH; BROWN COLOR, NO <br /> 50/5" CHEMICAL ODOR NOTED, NO ORGANICS, WET, WEAK <br /> 1 CEMENTATION <br /> -412- <br /> 414 1 <br /> 16- <br /> _118- <br /> _120- <br /> __129' 12 <br /> -424- <br /> -126- <br /> -4 <br /> 12 <br /> 2 <br />