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r <br /> t 1 <br /> ' 1 <br /> AWASSOCIATES INC. Lj <br /> 1117 tom lea,Co�rll; 9MI OG OF WELL MW3 <br /> mei <br /> PROJECT DIESEL PERFORMANCE LOCATION 2804 .EAST FREMONT STREET, STOCKTONN. CA PROJECT NO: .62577.0001_. .. i <br /> IPAGE�_OF;2. <br /> 4 <br /> COMMENTS: - - - <br /> WELL DEPTH PID SAMPLE 10 U.S.C. <br /> DESCRIPTION <br /> DETAIL (FT.) (PP)f) BLOWCOUNT LOG <br /> 23 <br /> 3! i <br /> a2 <br /> 111- <br /> 44 <br /> `r' DP-MW3-45.5' ! <br /> .s. 3.5 20 MH: 41.5/45-46.5/`50' ELASTIC SILT WITH SAND (MH): >15X FINE, POORLY GRADED <br /> r 46 28 SAND; <S5% FINES; NONE—SLOW OILATANCY. LOW—MEDIUM <br /> TOUGHNESS, LOW—MEDIUM PLASTICITY. MODERATE YELLOW <br /> BROWN, NO PRODUCT ODOR. NO ORGANICS..MOIST. WEAK <br /> CEMENTATION, HOMOGENOUS <br /> 48 <br /> y0 3.5 15 SM �L <br /> 2246.5/50-51.5/55' SILTY SAND (SM): 60% FINE, POORLY GRADED SANG; 40% <br /> 52 FINES; MODERATE YELLOW BROWN, NO PRODUCT ODOR, NO <br /> ORGANICS, WET, WEAK CEMENTATION, HOMOGENOUS' <br /> 7 <br /> '{ 56 17 SM <br /> a 27 ' 51.5/55-56.5/60 SILTY SAND (SM): <85% FINE, POORLY-GRADED SAND' >15X <br /> FINES; MODERATE YELLOW BROWN, NO PRODUCT ODOR. NO <br /> ORGANICS, MOIST--WET. WEAK CEMENTATION, 'HOMOGENOUS <br /> 58 <br /> i + 3.5 7 <br /> 0P—MW3-90.5' <br /> 60 <br /> 24 <br /> I <br /> - 3? i. <br /> Sfi.5/b0-66.5' POORLY GRADED.SAND (SP�: <85X°FINE-MEDIUM, 'POORLY <br /> GRADED SAND; X15% FINE ; MODERATE YELLOW BROWN, NO <br /> ?.t PRODUCT ODOR, WET, WEAK CEMENTATION, HOMOGENOUS <br /> ;4.. 64 <br /> NO SAMPLE RECOVERY AT 55- <br /> 66- <br /> 70- <br /> 7-72-7 <br /> 5'667072 <br /> 74- <br /> -76— <br /> _80- <br /> -82- <br /> 78 <br /> 80 <br /> : <br /> 82 - <br />