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1 <br /> AWASSOCIATES INC. LOG OF WELL MW19 <br /> 111) Lane Pohl) bBou% Style 201, Modesto, Cahfomio, 95BI <br /> PROJECT STOCKTON CIT( TAXI CAB CO. LOCATION 2085 E. FREMONT STREET, STOCKTON, CA PROJECT N0. 54.28349.0001 <br /> _I COMMENTS: PAGE 3 OF 3 <br /> WELL DEPTH PID SAMPLE ID U.S.C. <br /> DETAIL (FT.) (PPM) BLOWCOUNT LOG DESCRIPTION - <br /> �'� 0 Bt '-84' SANDY CLAY (CL): 5X FINE POORLY GRADED SAND; 95% FINES; <br /> MEDIUM TO HIGH DRY STRENGTH, MEDIUM TOUGHNESS, MEDIUM <br /> 84 CL ORCANIICS, MOISTSOFT.BROWN TO GREY BROWN, NO ODOR, NO <br /> 084'-86' INCREASING SAND, YELLOWISH BROWN <br /> 1-� A ' CLAYEY SAND (SC): 809 FINE TO COARSE POORLY GRADED SAND; <br /> ' = 86 0 20% FINES; LOW TO MEDIUM DRY STRENGTH, MEDIUM TOUGHNESS, <br /> :t = a SC LOW TO MEDIUM PLASTICITY, STIFF, BROWN, NO ODOR, NO <br /> ORGANICS, WET, HOMOGENOUS* <br /> f j B8 O CL 87'-89.5' SANDY CLAY (CL): 20% FINE TO COARSE POORLY GRADED SAND; <br /> %, . 80% FINES; HIGH DRY STRENGTH, MEDIUM TOUGHNESS, LOW TO <br /> MEDIUM PLASTICITY, STIFF, BROWN, NO ODOR, NO ORGANICS, <br /> 0 WET, HOMOGENOUS. _ <br /> 90 SC 89.5'-90' SAND CLAY MIXTURE (SC): 5OX FINE POORLY GRADED SAND; 509 <br /> - O FINES; MEDIUM DRY STRENGTH, LOW TOUGHNESS, LOW PLASTICITY, <br /> SOFT, BROWN, NO ODOR, NO ORGANICS, WET, HOMOGENOUS, <br /> - 92 - <br /> CL <br /> 2 90'-92' SANDY CLAY (CL): 20% FINE WELL-GRADED SAND; 80% FINES; <br /> MEDIUM DRY STRENGTH, MEDIUM TOUGHNESS, LOW TO MEDIUM <br /> PLASTICITY, MEDIUM STIFF, BROWN, NO ODOR, NO ORGANICS, <br /> -� MOIST TO WET, HOMOGENOUS. - - <br /> 94 <br /> j <br /> 96 <br /> I � <br /> 98 <br /> J 10 <br /> r1 0 <br /> 1 <br /> 104 <br /> 10 <br /> 0 <br /> 11 <br /> 11 <br /> 14 <br /> 11 <br /> 1 <br /> 12 <br /> 2 <br /> i 12 <br /> i <br />